Is my design reliable or not?

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ACI 318-11 BEAM NO. 2 DESIGN RESULTS ============================================= LEN - 1500. MM FY - 415. FC - 25. MPA, SIZE - 300. X 400. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 49. 3 - 12MM 0. 1500. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 22.27 KN-MET AT 0.MM, LOAD 609| | REQD STEEL= 229.MM2, RHO=0.0022, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 106. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 26089.3 cm^4 2 354. 2 - 16MM 0. 1500. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 45.35 KN-MET AT 0.MM, LOAD 606| | REQD STEEL= 354.MM2, RHO=0.0033, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 41./ 209. MMS | | REQD. DEVELOPMENT LENGTH = 480. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 30686.7 cm^4 
 B E A M N O. 2 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 19.89 KNS Vc= 87.49 KNS Vs= 0.00 KNS Tu= 18.07 KN-MET Tc= 3.2 KN-MET Ts= 24.1 KN-MET LOAD 608 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 143. MM C/C FOR 405. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 4.92 SQ.CM. 
 AT END SUPPORT - Vu= 16.74 KNS Vc= 87.49 KNS Vs= 0.00 KNS Tu= 18.07 KN-MET Tc= 3.2 KN-MET Ts= 24.1 KN-MET LOAD 608 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 143. MM C/C FOR 405. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 4.92 SQ.CM. 
 STAAD SPACE -- PAGE NO. 45 
 ___ 4J____________________ 1499X 300X 400_____________________ 62J____ | | ||=========================================================================|| | 2No16 H 354. 0.TO 1500| | | | | | | 4*12c/c143 | | | | 4*12c/c143 | | | 3No12 H |49. 0.TO 1500| | | | | | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | | | | | | | | | 3#12 | | 3#12 | | 3#12 | | 3#12 | | 3#12 | | ooo | | ooo | | ooo | | ooo | | ooo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________| 
 ACI 318-11 BEAM NO. 4 DESIGN RESULTS ============================================= LEN - 1500. MM FY - 415. FC - 25. MPA, SIZE - 300. X 400. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 49. 2 - 12MM 0. 1500. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 18.39 KN-MET AT 1500.MM, LOAD 605| | REQD STEEL= 189.MM2, RHO=0.0018, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 213. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 18373.0 cm^4 2 354. 2 - 16MM 0. 1500. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 40.65 KN-MET AT 0.MM, LOAD 606| | REQD STEEL= 353.MM2, RHO=0.0033, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 41./ 209. MMS | | REQD. DEVELOPMENT LENGTH = 480. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 30686.7 cm^4 
 B E A M N O. 4 D E S I G N R E S U L T S - SHEAR STAAD SPACE -- PAGE NO. 46 
 AT START SUPPORT - Vu= 18.70 KNS Vc= 88.86 KNS Vs= 0.00 KNS Tu= 17.85 KN-MET Tc= 3.2 KN-MET Ts= 23.8 KN-MET LOAD 607 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 143. MM C/C FOR 405. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 4.86 SQ.CM. 
 AT END SUPPORT - Vu= 15.56 KNS Vc= 85.16 KNS Vs= 0.00 KNS Tu= 17.85 KN-MET Tc= 3.2 KN-MET Ts= 23.8 KN-MET LOAD 607 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 143. MM C/C FOR 405. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 4.86 SQ.CM. 
 ___ 5J____________________ 1499X 300X 400_____________________ 63J____ | | ||=========================================================================|| | 2No16 H 354. 0.TO 1500| | | | | | | 4*12c/c143 | | | | 4*12c/c143 | | | 2No12 H |49. 0.TO 1500| | | | | | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________| 
 ACI 318-11 BEAM NO. 6 DESIGN RESULTS ============================================= LEN - 4600. MM FY - 415. FC - 25. MPA, SIZE - 300. X 400. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 49. 2 - 12MM 0. 4600. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 21.77 KN-MET AT 4600.MM, LOAD 610| | REQD STEEL= 224.MM2, RHO=0.0021, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 213. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| STAAD SPACE -- PAGE NO. 47 
 Cracked Moment of Inertia Iz at above location = 18373.0 cm^4 2 356. 2 - 12MM 0. 851. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 8.26 KN-MET AT 0.MM, LOAD 610| | REQD STEEL= 83.MM2, RHO=0.0008, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 213. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 18932.3 cm^4 3 354. 2 - 16MM 1485. 4600. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 40.73 KN-MET AT 4600.MM, LOAD 605| | REQD STEEL= 353.MM2, RHO=0.0033, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 41./ 209. MMS | | REQD. DEVELOPMENT LENGTH = 480. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 30686.7 cm^4 
 B E A M N O. 6 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 2.36 KNS Vc= 84.02 KNS Vs= 0.00 KNS Tu= 0.15 KN-MET Tc= 3.2 KN-MET Ts= 0.0 KN-MET LOAD 500 STIRRUPS ARE NOT REQUIRED. AT END SUPPORT - Vu= 7.56 KNS Vc= 85.32 KNS Vs= 0.00 KNS Tu= 0.15 KN-MET Tc= 3.2 KN-MET Ts= 0.0 KN-MET LOAD 500 STIRRUPS ARE NOT REQUIRED. 
 ___ 6J____________________ 4600X 300X 400_____________________ 9J____ | | ||============= ===================================================|| | 2No12 H 356. 0.TO 851No16 H 354.1485.TO 4600 | | | | 2No12 H 49. 0.TO 4600 | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | | | oo | | oo | | oo | | 2#12 | | | | 2#16 | | 2#16 | | 2#16 | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________| STAAD SPACE -- PAGE NO. 48 
 ACI 318-11 BEAM NO. 7 DESIGN RESULTS ============================================= LEN - 4500. MM FY - 415. FC - 25. MPA, SIZE - 300. X 400. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 49. 3 - 12MM 0. 4500. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 30.79 KN-MET AT 0.MM, LOAD 611| | REQD STEEL= 319.MM2, RHO=0.0030, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 106. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 26089.3 cm^4 2 356. 4 - 12MM 0. 3093. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 53.51 KN-MET AT 0.MM, LOAD 608| | REQD STEEL= 418.MM2, RHO=0.0039, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 71. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 34262.3 cm^4 3 356. 2 - 12MM 2720. 4500. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 17.47 KN-MET AT 4500.MM, LOAD 611| | REQD STEEL= 177.MM2, RHO=0.0017, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 213. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 18932.3 cm^4 
 B E A M N O. 7 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 7.60 KNS Vc= 87.06 KNS Vs= 0.00 KNS Tu= 0.36 KN-MET Tc= 3.2 KN-MET Ts= 0.0 KN-MET LOAD 500 STIRRUPS ARE NOT REQUIRED. AT END SUPPORT - Vu= 2.41 KNS Vc= 87.06 KNS Vs= 0.00 KNS Tu= 0.36 KN-MET Tc= 3.2 KN-MET Ts= 0.0 KN-MET LOAD 500 STIRRUPS ARE NOT REQUIRED. STAAD SPACE -- PAGE NO. 49 
 ___ 1J____________________ 4500X 300X 400_____________________ 2J____ | | ||=========================================================================|| | 4No12 H 356. 0.TO 3093 2No12 H 356.2720.TO 4500 | | | | 3No12 H 49. 0.TO 4500 | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oooo | | oooo | | oooo | | oo | | oo | | 4#12 | | 4#12 | | 4#12 | | 2#12 | | 2#12 | | | | | | | | | | | | 3#12 | | 3#12 | | 3#12 | | 3#12 | | 3#12 | | ooo | | ooo | | ooo | | ooo | | ooo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________| 
 ACI 318-11 BEAM NO. 8 DESIGN RESULTS ============================================= LEN - 1500. MM FY - 415. FC - 25. MPA, SIZE - 300. X 400. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 51. 2 - 16MM 0. 1500. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 34.17 KN-MET AT 1500.MM, LOAD 612| | REQD STEEL= 348.MM2, RHO=0.0033, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 41./ 209. MMS | | REQD. DEVELOPMENT LENGTH = 480. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 29758.5 cm^4 2 354. 2 - 16MM 0. 1500. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 47.75 KN-MET AT 1500.MM, LOAD 607| | REQD STEEL= 374.MM2, RHO=0.0035, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 41./ 209. MMS | | REQD. DEVELOPMENT LENGTH = 480. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 30686.7 cm^4 
 B E A M N O. 8 D E S I G N R E S U L T S - SHEAR STAAD SPACE -- PAGE NO. 50 
 AT START SUPPORT - Vu= 4.19 KNS Vc= 86.56 KNS Vs= 0.00 KNS Tu= 0.36 KN-MET Tc= 3.2 KN-MET Ts= 0.0 KN-MET LOAD 500 STIRRUPS ARE NOT REQUIRED. AT END SUPPORT - Vu= 6.25 KNS Vc= 86.56 KNS Vs= 0.00 KNS Tu= 0.36 KN-MET Tc= 3.2 KN-MET Ts= 0.0 KN-MET LOAD 500 STIRRUPS ARE NOT REQUIRED. 
 ___ 2J____________________ 1499X 300X 400_____________________ 3J____ | | ||=========================================================================|| | 2No16 H 354. 0.TO 1500 | | | | 2No16 H 51. 0.TO 1500 | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________| 
 ACI 318-11 BEAM NO. 11 DESIGN RESULTS ============================================= LEN - 4500. MM FY - 415. FC - 25. MPA, SIZE - 300. X 400. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 49. 3 - 12MM 0. 4500. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 22.16 KN-MET AT 4500.MM, LOAD 608| | REQD STEEL= 228.MM2, RHO=0.0022, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 106. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 26089.3 cm^4 2 354. 2 - 16MM 0. 2874. YES NO STAAD SPACE -- PAGE NO. 51 
 |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 45.22 KN-MET AT 0.MM, LOAD 608| | REQD STEEL= 353.MM2, RHO=0.0033, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 41./ 209. MMS | | REQD. DEVELOPMENT LENGTH = 480. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 30686.7 cm^4 3 356. 2 - 12MM 3095. 4500. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 10.25 KN-MET AT 4500.MM, LOAD 611| | REQD STEEL= 103.MM2, RHO=0.0010, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 213. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 18932.3 cm^4 
 B E A M N O. 11 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 13.63 KNS Vc= 87.02 KNS Vs= 0.00 KNS Tu= 3.69 KN-MET Tc= 3.2 KN-MET Ts= 4.9 KN-MET LOAD 605 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 143. MM C/C FOR 1905. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.01 SQ.CM. 
 AT END SUPPORT - Vu= 1.16 KNS Vc= 87.02 KNS Vs= 0.00 KNS Tu= 3.69 KN-MET Tc= 3.2 KN-MET Ts= 4.9 KN-MET LOAD 605 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 143. MM C/C FOR 1905. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.01 SQ.CM. 
 ___ 7J____________________ 4500X 300X 400_____________________ 8J____ | | ||=============================================== =======================|| | 2No16 H 354.| 0.TO 2874| | | | | | | | 2No12|H 356.3095.TO 4500 | | 15*12c/c143 | | | | | | | | | | | | | | | 15*12c/c143 | | | 3No12 H 49.| 0.TO 4500| | | | | | | | | | | | | | | | | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#16 | | 2#16 | | 2#16 | | 2#12 | | 2#12 | | | | | | | | | | | | 3#12 | | 3#12 | | 3#12 | | 3#12 | | 3#12 | | ooo | | ooo | | ooo | | ooo | | ooo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________| STAAD SPACE -- PAGE NO. 52 
 ACI 318-11 BEAM NO. 12 DESIGN RESULTS ============================================= LEN - 1500. MM FY - 415. FC - 25. MPA, SIZE - 300. X 400. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 49. 3 - 12MM 0. 1500. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 24.63 KN-MET AT 1500.MM, LOAD 612| | REQD STEEL= 254.MM2, RHO=0.0024, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 106. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 26089.3 cm^4 2 354. 2 - 16MM 0. 1500. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 49.15 KN-MET AT 1500.MM, LOAD 607| | REQD STEEL= 385.MM2, RHO=0.0036, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 41./ 209. MMS | | REQD. DEVELOPMENT LENGTH = 480. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 30686.7 cm^4 
 B E A M N O. 12 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 19.70 KNS Vc= 86.94 KNS Vs= 0.00 KNS Tu= 10.30 KN-MET Tc= 3.2 KN-MET Ts= 13.7 KN-MET LOAD 605 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 143. MM C/C FOR 405. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 2.80 SQ.CM. 
 AT END SUPPORT - Vu= 22.72 KNS Vc= 86.94 KNS Vs= 0.00 KNS Tu= 10.30 KN-MET Tc= 3.2 KN-MET Ts= 13.7 KN-MET LOAD 605 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 143. MM C/C FOR 405. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 2.80 SQ.CM. 
 STAAD SPACE -- PAGE NO. 53 
 ___ 8J____________________ 1499X 300X 400_____________________ 9J____ | | ||=========================================================================|| | 2No16 H 354. 0.TO 1500| | | | | | | 4*12c/c143 | | | | 4*12c/c143 | | | 3No12 H |49. 0.TO 1500| | | | | | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | | | | | | | | | 3#12 | | 3#12 | | 3#12 | | 3#12 | | 3#12 | | ooo | | ooo | | ooo | | ooo | | ooo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________| 
 ACI 318-11 BEAM NO. 13 DESIGN RESULTS ============================================= LEN - 3350. MM FY - 415. FC - 25. MPA, SIZE - 300. X 400. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 49. 4 - 12MM 0. 3350. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 52.81 KN-MET AT 3350.MM, LOAD 600| | REQD STEEL= 419.MM2, RHO=0.0040, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 71. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 33227.6 cm^4 2 354. 3 - 16MM 0. 2578. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 73.76 KN-MET AT 0.MM, LOAD 606| | REQD STEEL= 589.MM2, RHO=0.0055, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 41./ 104. MMS | | REQD. DEVELOPMENT LENGTH = 480. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 42844.9 cm^4 
 B E A M N O. 13 D E S I G N R E S U L T S - SHEAR STAAD SPACE -- PAGE NO. 54 
 AT START SUPPORT - Vu= 36.04 KNS Vc= 86.40 KNS Vs= 0.00 KNS Tu= 12.28 KN-MET Tc= 3.2 KN-MET Ts= 16.4 KN-MET LOAD 608 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 143. MM C/C FOR 1330. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 3.34 SQ.CM. 
 AT END SUPPORT - Vu= 8.47 KNS Vc= 86.40 KNS Vs= 0.00 KNS Tu= 12.28 KN-MET Tc= 3.2 KN-MET Ts= 16.4 KN-MET LOAD 608 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 143. MM C/C FOR 1330. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 3.34 SQ.CM. 
 ___ 10J____________________ 3350X 300X 400_____________________ 64J____ | | ||========================================================= | | 3No16 H 354.| 0.TO 2578| | | | | | | | | | | 11*12c/c143 | | | | | | | | | | | | 11*12c/c143 | | 4No12 H |49.| 0.TO 3350| | | | | | | | | | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | ooo | | ooo | | ooo | | ooo | | | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | | | | | | | | | | | | | 4#12 | | 4#12 | | 4#12 | | 4#12 | | 4#12 | | oooo | | oooo | | oooo | | oooo | | oooo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________| 
 ACI 318-11 BEAM NO. 14 DESIGN RESULTS ============================================= LEN - 4600. MM FY - 415. FC - 25. MPA, SIZE - 300. X 400. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 51. 2 - 16MM 0. 4600. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 37.56 KN-MET AT 4600.MM, LOAD 610| | REQD STEEL= 348.MM2, RHO=0.0033, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 41./ 209. MMS | | REQD. DEVELOPMENT LENGTH = 480. MMS | |----------------------------------------------------------------| STAAD SPACE -- PAGE NO. 55 
 Cracked Moment of Inertia Iz at above location = 29758.5 cm^4 2 354. 3 - 16MM 0. 2157. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 71.72 KN-MET AT 0.MM, LOAD 606| | REQD STEEL= 572.MM2, RHO=0.0054, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 41./ 104. MMS | | REQD. DEVELOPMENT LENGTH = 480. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 42844.9 cm^4 3 356. 5 - 12MM 2024. 4600. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 60.27 KN-MET AT 4600.MM, LOAD 605| | REQD STEEL= 473.MM2, RHO=0.0044, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 53. MMS | | REQD. DEVELOPMENT LENGTH = 406. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 41156.5 cm^4 
 B E A M N O. 14 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 41.86 KNS Vc= 86.36 KNS Vs= 0.00 KNS Tu= 1.15 KN-MET Tc= 3.2 KN-MET Ts= 0.0 KN-MET LOAD 600 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 175. MM C/C FOR 1955. MM 
 AT END SUPPORT - Vu= 39.18 KNS Vc= 87.06 KNS Vs= 0.00 KNS Tu= 0.79 KN-MET Tc= 3.2 KN-MET Ts= 0.0 KN-MET LOAD 605 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 175. MM C/C FOR 1955. MM 
 STAAD SPACE -- PAGE NO. 56 
 ___ 11J____________________ 4600X 300X 400_____________________ 12J____ | | ||=========================================================================|| | 3No16 H 354.| 0.TO 2157| | | 5No12 H|356.2024.TO|4600 | | | | | | | | 13*12c/c175 | | | | | | | | | | | | | | | | 13*12c/c175 | | | 2No16 H 51.| 0.TO 4600| | | | | | | | | | | | | | | | | | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | ooo | | ooo | | ooooo | | ooooo | | ooooo | | 3#16 | | 3#16 | | 5#12 | | 5#12 | | 5#12 | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________| 
 ACI 318-11 BEAM NO. 15 DESIGN RESULTS ============================================= LEN - 3350. MM FY - 415. FC - 25. MPA, SIZE - 300. X 400. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 51. 2 - 16MM 0. 3350. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 33.30 KN-MET AT 1954.MM, LOAD 600| | REQD STEEL= 348.MM2, RHO=0.0033, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 41./ 209. MMS | | REQD. DEVELOPMENT LENGTH = 480. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 29758.5 cm^4 2 356. 2 - 12MM 0. 747. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 7.58 KN-MET AT 0.MM, LOAD 606| | REQD STEEL= 76.MM2, RHO=0.0007, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 213. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 18932.3 cm^4 3 356. 2 - 12MM 2463. 3350. NO YES STAAD SPACE -- PAGE NO. 57 
 |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 6.27 KN-MET AT 3350.MM, LOAD 611| | REQD STEEL= 63.MM2, RHO=0.0006, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 213. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 18932.3 cm^4 
 B E A M N O. 15 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 23.89 KNS Vc= 92.28 KNS Vs= 0.00 KNS Tu= 6.10 KN-MET Tc= 3.2 KN-MET Ts= 8.1 KN-MET LOAD 608 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 143. MM C/C FOR 1330. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.66 SQ.CM. 
 AT END SUPPORT - Vu= 11.41 KNS Vc= 83.92 KNS Vs= 0.00 KNS Tu= 6.10 KN-MET Tc= 3.2 KN-MET Ts= 8.1 KN-MET LOAD 608 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 143. MM C/C FOR 1330. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.66 SQ.CM. 
 ___ 13J____________________ 3350X 300X 400_____________________ 57J____ | | ||=============== ====================|| | 2No12 H 356.| 0.TO 747 2No12 H|356.2463.TO|3350 | | 11*12c/c143 | | 11*12c/c143 | | | 2No16 H |51.| 0.TO 3350 | | | | | | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | | | | | oo | | oo | | 2#12 | | | | | | 2#12 | | 2#12 | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________| STAAD SPACE -- PAGE NO. 58 
 ACI 318-11 BEAM NO. 16 DESIGN RESULTS ============================================= LEN - 4600. MM FY - 415. FC - 25. MPA, SIZE - 300. X 400. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 51. 2 - 16MM 0. 4600. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 37.03 KN-MET AT 2683.MM, LOAD 600| | REQD STEEL= 348.MM2, RHO=0.0033, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 41./ 209. MMS | | REQD. DEVELOPMENT LENGTH = 480. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 29758.5 cm^4 2 356. 6 - 12MM 0. 2384. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 83.26 KN-MET AT 0.MM, LOAD 600| | REQD STEEL= 670.MM2, RHO=0.0063, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 43. MMS | | REQD. DEVELOPMENT LENGTH = 508. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 47065.5 cm^4 3 356. 2 - 12MM 3557. 4600. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 13.28 KN-MET AT 4600.MM, LOAD 605| | REQD STEEL= 134.MM2, RHO=0.0013, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 213. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 18932.3 cm^4 
 B E A M N O. 16 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 42.77 KNS Vc= 85.78 KNS Vs= 0.00 KNS Tu= 7.50 KN-MET Tc= 3.2 KN-MET Ts= 10.0 KN-MET LOAD 607 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 143. MM C/C FOR 1955. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 2.04 SQ.CM. 
 STAAD SPACE -- PAGE NO. 59 
 AT END SUPPORT - Vu= 24.38 KNS Vc= 92.57 KNS Vs= 0.00 KNS Tu= 7.50 KN-MET Tc= 3.2 KN-MET Ts= 10.0 KN-MET LOAD 607 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 143. MM C/C FOR 1955. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 2.04 SQ.CM. 
 ___ 14J____________________ 4600X 300X 400_____________________ 15J____ | | ||====================================== =================|| | 6No12 H 356.| 0.TO 2384| | | | | 2No12 H 356.3557.TO 4600 | | 15*12c/c143 | | | | | | | | | | 15*12c/c143 | | | 2No16 H 51.| 0.TO 4600| | | | | | | | | | | | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oooooo | | oooooo | | oooooo | | | | oo | | 6#12 | | 6#12 | | 6#12 | | | | 2#12 | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________| 
 ACI 318-11 BEAM NO. 19 DESIGN RESULTS ============================================= LEN - 4500. MM FY - 415. FC - 25. MPA, SIZE - 300. X 400. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 51. 2 - 16MM 0. 4500. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 48.98 KN-MET AT 3375.MM, LOAD 600| | REQD STEEL= 390.MM2, RHO=0.0037, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 41./ 209. MMS | | REQD. DEVELOPMENT LENGTH = 480. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 29758.5 cm^4 2 354. 4 - 16MM 0. 2874. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 94.96 KN-MET AT 0.MM, LOAD 608| | REQD STEEL= 772.MM2, RHO=0.0073, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 41./ 70. MMS | | REQD. DEVELOPMENT LENGTH = 552. MMS | |----------------------------------------------------------------| STAAD SPACE -- PAGE NO. 60 
 Cracked Moment of Inertia Iz at above location = 53814.1 cm^4 3 356. 2 - 12MM 3845. 4500. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 5.81 KN-MET AT 4500.MM, LOAD 611| | REQD STEEL= 58.MM2, RHO=0.0005, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 213. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 18932.3 cm^4 
 B E A M N O. 19 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 54.52 KNS Vc= 85.51 KNS Vs= 0.00 KNS Tu= 0.07 KN-MET Tc= 3.1 KN-MET Ts= 0.0 KN-MET LOAD 600 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 175. MM C/C FOR 1905. MM 
 AT END SUPPORT - Vu= 9.54 KNS Vc= 86.38 KNS Vs= 0.00 KNS Tu= 4.60 KN-MET Tc= 3.2 KN-MET Ts= 6.1 KN-MET LOAD 605 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 143. MM C/C FOR 1905. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.25 SQ.CM. 
 ___ 10J____________________ 4500X 300X 400_____________________ 13J____ | | ||=============================================== ===========|| | 4No16 H 354.| 0.TO 2874| | | | | | | | 2No12 H 356.3845.TO 4500 | | 12*12c/c175 | | | | | | | | | | | | 15*12c/c143 | | | 2No16 H 51.| 0.TO 4500| | | | | | | | | | | | | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oooo | | oooo | | oooo | | | | oo | | 4#16 | | 4#16 | | 4#16 | | | | 2#12 | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________| STAAD SPACE -- PAGE NO. 61 
 ACI 318-11 BEAM NO. 21 DESIGN RESULTS ============================================= LEN - 4500. MM FY - 415. FC - 25. MPA, SIZE - 300. X 400. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 51. 2 - 16MM 0. 4500. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 40.49 KN-MET AT 2250.MM, LOAD 600| | REQD STEEL= 348.MM2, RHO=0.0033, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 41./ 209. MMS | | REQD. DEVELOPMENT LENGTH = 480. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 29758.5 cm^4 2 352. 2 - 20MM 0. 2280. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 75.19 KN-MET AT 0.MM, LOAD 608| | REQD STEEL= 605.MM2, RHO=0.0057, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 45./ 205. MMS | | REQD. DEVELOPMENT LENGTH = 600. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 43715.6 cm^4 3 356. 5 - 12MM 2345. 4500. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 68.40 KN-MET AT 4500.MM, LOAD 607| | REQD STEEL= 541.MM2, RHO=0.0051, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 53. MMS | | REQD. DEVELOPMENT LENGTH = 406. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 41156.5 cm^4 
 B E A M N O. 21 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 54.40 KNS Vc= 85.00 KNS Vs= 0.00 KNS Tu= 1.48 KN-MET Tc= 3.1 KN-MET Ts= 0.0 KN-MET LOAD 600 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 175. MM C/C FOR 1905. MM 
 STAAD SPACE -- PAGE NO. 62 
 AT END SUPPORT - Vu= 52.61 KNS Vc= 85.00 KNS Vs= 0.00 KNS Tu= 1.48 KN-MET Tc= 3.1 KN-MET Ts= 0.0 KN-MET LOAD 600 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 175. MM C/C FOR 1905. MM 
 ___ 11J____________________ 4500X 300X 400_____________________ 14J____ | | ||=========================================================================|| | 2No20 H 352.| 0.TO 2280| | | | 5No12 H|356.2345.TO|4500 | | | | | | 12*12c/c175 | | | | | | | | | | | | | | | 12*12c/c175 | | | 2No16 H 51.| 0.TO 4500| | | | | | | | | | | | | | | | | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | ooooo | | ooooo | | 2#20 | | 2#20 | | 2#20 | | 5#12 | | 5#12 | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________| 
 ACI 318-11 BEAM NO. 22 DESIGN RESULTS ============================================= LEN - 1500. MM FY - 415. FC - 25. MPA, SIZE - 200. X 350. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 49. 2 - 12MM 687. 876. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.05 KN-MET AT 750.MM, LOAD 611| | REQD STEEL= 1.MM2, RHO=0.0000, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 113. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 12494.8 cm^4 2 49. 2 - 12MM 910. 1500. NO YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 8.01 KN-MET AT 1500.MM, LOAD 608| | REQD STEEL= 96.MM2, RHO=0.0016, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 113. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| STAAD SPACE -- PAGE NO. 63 
 Cracked Moment of Inertia Iz at above location = 12494.8 cm^4 3 306. 3 - 12MM 0. 1500. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 31.22 KN-MET AT 0.MM, LOAD 608| | REQD STEEL= 286.MM2, RHO=0.0047, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 56. MMS | | REQD. DEVELOPMENT LENGTH = 383. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 18091.4 cm^4 
 B E A M N O. 22 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 17.76 KNS Vc= 50.11 KNS Vs= 0.00 KNS Tu= 7.83 KN-MET Tc= 1.4 KN-MET Ts= 10.4 KN-MET LOAD 606 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 105. MM C/C FOR 455. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 3.19 SQ.CM. 
 AT END SUPPORT - Vu= 9.70 KNS Vc= 50.11 KNS Vs= 0.00 KNS Tu= 7.83 KN-MET Tc= 1.4 KN-MET Ts= 10.4 KN-MET LOAD 606 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 105. MM C/C FOR 455. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 3.19 SQ.CM. 
 ___ 14J____________________ 1499X 200X 350_____________________ 17J____ | | ||=========================================================================|| | 3No12 H 306. 0.TO 1500 | | | | | | | | 6*12c/c105 | | | 6*12c/c105 | | | 2No12 H 49.2687.TO 876 910.TO 1500 | | | =========== =============================|| | | |___________________________________________________________________________| _______ _______ _______ _______ _______ | | | | | | | | | | | ooo | | ooo | | ooo | | ooo | | ooo | | 3#12 | | 3#12 | | 3#12 | | 3#12 | | 3#12 | | | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | |_______| |_______| |_______| |_______| |_______| STAAD SPACE -- PAGE NO. 64 
 ACI 318-11 BEAM NO. 23 DESIGN RESULTS ============================================= LEN - 4500. MM FY - 415. FC - 25. MPA, SIZE - 300. X 400. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 51. 2 - 16MM 0. 4500. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 47.59 KN-MET AT 3000.MM, LOAD 600| | REQD STEEL= 378.MM2, RHO=0.0036, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 41./ 209. MMS | | REQD. DEVELOPMENT LENGTH = 480. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 29758.5 cm^4 2 352. 2 - 20MM 0. 2655. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 77.81 KN-MET AT 0.MM, LOAD 608| | REQD STEEL= 620.MM2, RHO=0.0058, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 45./ 205. MMS | | REQD. DEVELOPMENT LENGTH = 600. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 44814.0 cm^4 3 356. 2 - 12MM 3845. 4500. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 2.40 KN-MET AT 4500.MM, LOAD 611| | REQD STEEL= 24.MM2, RHO=0.0002, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 213. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 18932.3 cm^4 
 B E A M N O. 23 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 38.60 KNS Vc= 86.15 KNS Vs= 0.00 KNS Tu= 5.69 KN-MET Tc= 3.2 KN-MET Ts= 7.6 KN-MET LOAD 605 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 143. MM C/C FOR 1905. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.55 SQ.CM. 
 STAAD SPACE -- PAGE NO. 65 
 AT END SUPPORT - Vu= 8.48 KNS Vc= 86.15 KNS Vs= 0.00 KNS Tu= 5.69 KN-MET Tc= 3.2 KN-MET Ts= 7.6 KN-MET LOAD 605 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 143. MM C/C FOR 1905. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.55 SQ.CM. 
 ___ 12J____________________ 4500X 300X 400_____________________ 15J____ | | ||=========================================== ===========|| | 2No20 H 352.| 0.TO 2655| | | | | | | 2No12 H 356.3845.TO 4500 | | 15*12c/c143 | | | | | | | | | | | 15*12c/c143 | | | 2No16 H 51.| 0.TO 4500| | | | | | | | | | | | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | | | oo | | 2#20 | | 2#20 | | 2#20 | | | | 2#12 | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________| 
 ACI 318-11 BEAM NO. 24 DESIGN RESULTS ============================================= LEN - 1500. MM FY - 415. FC - 25. MPA, SIZE - 200. X 350. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 49. 3 - 12MM 0. 1500. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 35.72 KN-MET AT 0.MM, LOAD 600| | REQD STEEL= 338.MM2, RHO=0.0057, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 56. MMS | | REQD. DEVELOPMENT LENGTH = 383. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 17196.9 cm^4 2 302. 3 - 20MM 0. 1500. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 65.79 KN-MET AT 1500.MM, LOAD 607| | REQD STEEL= 651.MM2, RHO=0.0108, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 45./ 52. MMS | | REQD. DEVELOPMENT LENGTH = 1147. MMS | |----------------------------------------------------------------| STAAD SPACE -- PAGE NO. 66 
 Cracked Moment of Inertia Iz at above location = 37981.1 cm^4 
 B E A M N O. 24 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 43.39 KNS Vc= 49.08 KNS Vs= 8.77 KNS Tu= 7.59 KN-MET Tc= 1.4 KN-MET Ts= 10.1 KN-MET LOAD 605 STIRRUPS ARE REQUIRED FOR SHEAR AND TORSION. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 105. MM C/C FOR 455. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 3.09 SQ.CM. 
 AT END SUPPORT - Vu= 48.41 KNS Vc= 49.08 KNS Vs= 15.46 KNS Tu= 7.59 KN-MET Tc= 1.4 KN-MET Ts= 10.1 KN-MET LOAD 605 STIRRUPS ARE REQUIRED FOR SHEAR AND TORSION. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 105. MM C/C FOR 455. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 3.09 SQ.CM. 
 ___ 15J____________________ 1499X 200X 350_____________________ 18J____ | | ||=========================================================================|| | 3No20 H 302.| 0.TO 1500| | | | | | | | | | 6*12c/c105 | | | | | | | 6*12c/c105 | | | 3No12 H 49.| 0.TO 1500| | | | | | | | | ||=========================================================================|| | | |___________________________________________________________________________| _______ _______ _______ _______ _______ | | | | | | | | | | | ooo | | ooo | | ooo | | ooo | | ooo | | 3#20 | | 3#20 | | 3#20 | | 3#20 | | 3#20 | | | | | | | | | | | | 3#12 | | 3#12 | | 3#12 | | 3#12 | | 3#12 | | ooo | | ooo | | ooo | | ooo | | ooo | | | | | | | | | | | |_______| |_______| |_______| |_______| |_______| 
 ACI 318-11 BEAM NO. 25 DESIGN RESULTS ============================================= LEN - 3350. MM FY - 415. FC - 25. MPA, SIZE - 300. X 400. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 49. 4 - 12MM 0. 3350. YES YES STAAD SPACE -- PAGE NO. 67 
 |----------------------------------------------------------------| | CRITICAL POS MOMENT= 53.48 KN-MET AT 3350.MM, LOAD 600| | REQD STEEL= 424.MM2, RHO=0.0040, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 71. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 33227.6 cm^4 2 356. 5 - 12MM 0. 2143. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 65.47 KN-MET AT 0.MM, LOAD 606| | REQD STEEL= 516.MM2, RHO=0.0048, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 53. MMS | | REQD. DEVELOPMENT LENGTH = 406. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 41156.5 cm^4 
 B E A M N O. 25 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 36.39 KNS Vc= 87.55 KNS Vs= 0.00 KNS Tu= 12.46 KN-MET Tc= 3.2 KN-MET Ts= 16.6 KN-MET LOAD 608 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 143. MM C/C FOR 1330. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 3.39 SQ.CM. 
 AT END SUPPORT - Vu= 8.82 KNS Vc= 83.90 KNS Vs= 0.00 KNS Tu= 12.46 KN-MET Tc= 3.2 KN-MET Ts= 16.6 KN-MET LOAD 608 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 143. MM C/C FOR 1330. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 3.39 SQ.CM. 
 ___ 19J____________________ 3350X 300X 400_____________________ 65J____ | | ||=============================================== | | 5No12 H 356.| 0.TO 2143| | | | | | | | 11*12c/c143 | | | | | | | | | 11*12c/c143 | | 4No12 H |49.| 0.TO 3350| | | | | | | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | ooooo | | ooooo | | ooooo | | | | | | 5#12 | | 5#12 | | 5#12 | | | | | | | | | | | | | | | | 4#12 | | 4#12 | | 4#12 | | 4#12 | | 4#12 | | oooo | | oooo | | oooo | | oooo | | oooo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________| STAAD SPACE -- PAGE NO. 68 
 ACI 318-11 BEAM NO. 26 DESIGN RESULTS ============================================= LEN - 4600. MM FY - 415. FC - 25. MPA, SIZE - 300. X 400. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 49. 3 - 12MM 0. 4600. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 26.02 KN-MET AT 4600.MM, LOAD 610| | REQD STEEL= 269.MM2, RHO=0.0026, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 106. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 26089.3 cm^4 2 356. 5 - 12MM 0. 2001. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 61.33 KN-MET AT 0.MM, LOAD 606| | REQD STEEL= 482.MM2, RHO=0.0045, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 53. MMS | | REQD. DEVELOPMENT LENGTH = 406. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 41156.5 cm^4 3 354. 2 - 16MM 1868. 4600. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 49.85 KN-MET AT 4600.MM, LOAD 605| | REQD STEEL= 391.MM2, RHO=0.0037, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 41./ 209. MMS | | REQD. DEVELOPMENT LENGTH = 480. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 30686.7 cm^4 
 B E A M N O. 26 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 41.29 KNS Vc= 87.41 KNS Vs= 0.00 KNS Tu= 0.56 KN-MET Tc= 3.2 KN-MET Ts= 0.0 KN-MET LOAD 600 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 176. MM C/C FOR 1955. MM 
 STAAD SPACE -- PAGE NO. 69 
 AT END SUPPORT - Vu= 34.96 KNS Vc= 87.46 KNS Vs= 0.00 KNS Tu= 0.41 KN-MET Tc= 3.2 KN-MET Ts= 0.0 KN-MET LOAD 605 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 176. MM C/C FOR 1955. MM 
 ___ 20J____________________ 4600X 300X 400_____________________ 21J____ | | ||=========================================================================|| | 5No12 H 356.| 0.TO 2001| | 2No16 H|354.1868.TO|4600 | | | | | | | | | 13*12c/c176 | | | | | | | | | | | | | | | | 13*12c/c176 | | | 3No12 H 49.| 0.TO 4600| | | | | | | | | | | | | | | | | | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | ooooo | | ooooo | | oo | | oo | | oo | | 5#12 | | 5#12 | | 2#16 | | 2#16 | | 2#16 | | | | | | | | | | | | 3#12 | | 3#12 | | 3#12 | | 3#12 | | 3#12 | | ooo | | ooo | | ooo | | ooo | | ooo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________| 
 ACI 318-11 BEAM NO. 27 DESIGN RESULTS ============================================= LEN - 3350. MM FY - 415. FC - 25. MPA, SIZE - 300. X 400. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 51. 2 - 16MM 0. 3350. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 33.16 KN-MET AT 1954.MM, LOAD 600| | REQD STEEL= 347.MM2, RHO=0.0033, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 41./ 209. MMS | | REQD. DEVELOPMENT LENGTH = 480. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 29758.5 cm^4 2 356. 2 - 12MM 0. 747. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 7.45 KN-MET AT 0.MM, LOAD 606| | REQD STEEL= 75.MM2, RHO=0.0007, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 213. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| STAAD SPACE -- PAGE NO. 70 
 Cracked Moment of Inertia Iz at above location = 18932.3 cm^4 3 356. 2 - 12MM 2743. 3350. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 1.93 KN-MET AT 3350.MM, LOAD 611| | REQD STEEL= 19.MM2, RHO=0.0002, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 213. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 18932.3 cm^4 
 B E A M N O. 27 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 23.13 KNS Vc= 86.70 KNS Vs= 0.00 KNS Tu= 6.17 KN-MET Tc= 3.2 KN-MET Ts= 8.2 KN-MET LOAD 608 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 143. MM C/C FOR 1330. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.68 SQ.CM. 
 AT END SUPPORT - Vu= 12.18 KNS Vc= 86.70 KNS Vs= 0.00 KNS Tu= 6.17 KN-MET Tc= 3.2 KN-MET Ts= 8.2 KN-MET LOAD 608 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 143. MM C/C FOR 1330. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.68 SQ.CM. 
 ___ 22J____________________ 3350X 300X 400_____________________ 67J____ | | ||=============== =============|| | 2No12 H 356.| 0.TO 747 2No12 H 356.2743.TO|3350 | | 11*12c/c143 | 11*12c/c143 | | | 2No16 H |51.| 0.TO 3350 | | | | | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | | | | | | | oo | | 2#12 | | | | | | | | 2#12 | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________| STAAD SPACE -- PAGE NO. 71 
 ACI 318-11 BEAM NO. 28 DESIGN RESULTS ============================================= LEN - 4600. MM FY - 415. FC - 25. MPA, SIZE - 300. X 400. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 51. 2 - 16MM 0. 4600. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 38.74 KN-MET AT 2683.MM, LOAD 600| | REQD STEEL= 348.MM2, RHO=0.0033, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 41./ 209. MMS | | REQD. DEVELOPMENT LENGTH = 480. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 29758.5 cm^4 2 352. 2 - 20MM 0. 2696. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 76.78 KN-MET AT 0.MM, LOAD 600| | REQD STEEL= 619.MM2, RHO=0.0059, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 45./ 205. MMS | | REQD. DEVELOPMENT LENGTH = 600. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 43715.6 cm^4 3 356. 2 - 12MM 3557. 4600. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 11.12 KN-MET AT 4600.MM, LOAD 605| | REQD STEEL= 112.MM2, RHO=0.0010, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 213. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 18932.3 cm^4 
 B E A M N O. 28 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 42.38 KNS Vc= 85.86 KNS Vs= 0.00 KNS Tu= 6.46 KN-MET Tc= 3.2 KN-MET Ts= 8.6 KN-MET LOAD 607 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 143. MM C/C FOR 1955. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.76 SQ.CM. 
 STAAD SPACE -- PAGE NO. 72 
 AT END SUPPORT - Vu= 24.76 KNS Vc= 93.32 KNS Vs= 0.00 KNS Tu= 6.46 KN-MET Tc= 3.2 KN-MET Ts= 8.6 KN-MET LOAD 607 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 143. MM C/C FOR 1955. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.76 SQ.CM. 
 ___ 23J____________________ 4600X 300X 400_____________________ 24J____ | | ||=========================================== =================|| | 2No20 H 352.| 0.TO 2696| | | | | | | 2No12 H 356.3557.TO 4600 | | 15*12c/c143 | | | | | | | | | | | | 15*12c/c143 | | | 2No16 H 51.| 0.TO 4600| | | | | | | | | | | | | | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | | | oo | | 2#20 | | 2#20 | | 2#20 | | | | 2#12 | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________| 
 ACI 318-11 BEAM NO. 31 DESIGN RESULTS ============================================= LEN - 4500. MM FY - 415. FC - 25. MPA, SIZE - 300. X 400. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 51. 2 - 16MM 0. 4500. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 44.27 KN-MET AT 3375.MM, LOAD 600| | REQD STEEL= 351.MM2, RHO=0.0033, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 41./ 209. MMS | | REQD. DEVELOPMENT LENGTH = 480. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 29758.5 cm^4 2 354. 4 - 16MM 0. 2874. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 90.28 KN-MET AT 0.MM, LOAD 608| | REQD STEEL= 731.MM2, RHO=0.0069, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 41./ 70. MMS | | REQD. DEVELOPMENT LENGTH = 552. MMS | |----------------------------------------------------------------| STAAD SPACE -- PAGE NO. 73 
 Cracked Moment of Inertia Iz at above location = 53814.1 cm^4 3 356. 2 - 12MM 3845. 4500. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 2.25 KN-MET AT 4500.MM, LOAD 611| | REQD STEEL= 23.MM2, RHO=0.0002, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 213. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 18932.3 cm^4 
 B E A M N O. 31 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 56.24 KNS Vc= 83.75 KNS Vs= 0.00 KNS Tu= 1.12 KN-MET Tc= 3.1 KN-MET Ts= 0.0 KN-MET LOAD 600 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 175. MM C/C FOR 1905. MM 
 AT END SUPPORT - Vu= 3.81 KNS Vc= 84.88 KNS Vs= 0.00 KNS Tu= 4.10 KN-MET Tc= 3.1 KN-MET Ts= 5.5 KN-MET LOAD 606 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 143. MM C/C FOR 1905. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.12 SQ.CM. 
 ___ 19J____________________ 4500X 300X 400_____________________ 22J____ | | ||=============================================== ===========|| | 4No16 H 354.| 0.TO 2874| | | | | | | | 2No12 H 356.3845.TO 4500 | | 12*12c/c175 | | | | | | | | | | | | 15*12c/c143 | | | 2No16 H 51.| 0.TO 4500| | | | | | | | | | | | | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oooo | | oooo | | oooo | | | | oo | | 4#16 | | 4#16 | | 4#16 | | | | 2#12 | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________| STAAD SPACE -- PAGE NO. 74 
 ACI 318-11 BEAM NO. 32 DESIGN RESULTS ============================================= LEN - 900. MM FY - 415. FC - 25. MPA, SIZE - 200. X 350. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 51. 2 - 16MM 0. 900. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 35.85 KN-MET AT 0.MM, LOAD 608| | REQD STEEL= 339.MM2, RHO=0.0057, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 41./ 109. MMS | | REQD. DEVELOPMENT LENGTH = 480. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 19700.8 cm^4 2 306. 3 - 12MM 0. 900. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 30.55 KN-MET AT 900.MM, LOAD 607| | REQD STEEL= 279.MM2, RHO=0.0046, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 56. MMS | | REQD. DEVELOPMENT LENGTH = 383. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 18091.4 cm^4 
 B E A M N O. 32 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 46.39 KNS Vc= 46.02 KNS Vs= 15.83 KNS Tu= 4.20 KN-MET Tc= 1.3 KN-MET Ts= 5.6 KN-MET LOAD 600 STIRRUPS ARE REQUIRED FOR SHEAR AND TORSION. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 105. MM C/C FOR 155. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.71 SQ.CM. 
 AT END SUPPORT - Vu= 48.54 KNS Vc= 46.02 KNS Vs= 18.71 KNS Tu= 4.20 KN-MET Tc= 1.3 KN-MET Ts= 5.6 KN-MET LOAD 600 STIRRUPS ARE REQUIRED FOR SHEAR AND TORSION. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 105. MM C/C FOR 155. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.71 SQ.CM. 
 STAAD SPACE -- PAGE NO. 75 
 ___ 22J____________________ 899X 200X 350_____________________ 77J____ | | ||=========================================================================|| | 3No12 H 306. 0.TO 900 | | | | | 3*12c/c105 | | 3*12c/c105 | | | 2No16 H 51. 0.TO 900 | | | | ||=========================================================================|| | | |___________________________________________________________________________| _______ _______ _______ _______ _______ | | | | | | | | | | | ooo | | ooo | | ooo | | ooo | | ooo | | 3#12 | | 3#12 | | 3#12 | | 3#12 | | 3#12 | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |_______| |_______| |_______| |_______| |_______| 
 ACI 318-11 BEAM NO. 33 DESIGN RESULTS ============================================= LEN - 4500. MM FY - 415. FC - 25. MPA, SIZE - 300. X 400. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 51. 2 - 16MM 0. 4500. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 39.04 KN-MET AT 2250.MM, LOAD 600| | REQD STEEL= 348.MM2, RHO=0.0033, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 41./ 209. MMS | | REQD. DEVELOPMENT LENGTH = 480. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 29758.5 cm^4 2 356. 5 - 12MM 0. 1968. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 66.92 KN-MET AT 0.MM, LOAD 608| | REQD STEEL= 528.MM2, RHO=0.0049, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 53. MMS | | REQD. DEVELOPMENT LENGTH = 406. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 41156.5 cm^4 3 356. 5 - 12MM 2345. 4500. NO YES STAAD SPACE -- PAGE NO. 76 
 |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 59.77 KN-MET AT 4500.MM, LOAD 607| | REQD STEEL= 469.MM2, RHO=0.0044, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 53. MMS | | REQD. DEVELOPMENT LENGTH = 406. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 41156.5 cm^4 
 B E A M N O. 33 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 55.19 KNS Vc= 87.95 KNS Vs= 0.00 KNS Tu= 2.00 KN-MET Tc= 3.2 KN-MET Ts= 0.0 KN-MET LOAD 600 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 175. MM C/C FOR 1905. MM 
 AT END SUPPORT - Vu= 51.82 KNS Vc= 89.55 KNS Vs= 0.00 KNS Tu= 2.00 KN-MET Tc= 3.2 KN-MET Ts= 0.0 KN-MET LOAD 600 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 175. MM C/C FOR 1905. MM 
 ___ 20J____________________ 4500X 300X 400_____________________ 23J____ | | ||================================ ====================================|| | 5No12 H 356.| 0.TO 1968| | | 5No12 H|356.2345.TO|4500 | | | | | | 12*12c/c175 | | | | | | | | | | | | | | 12*12c/c175 | | | 2No16 H 51.| 0.TO 4500| | | | | | | | | | | | | | | | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | ooooo | | ooooo | | | | ooooo | | ooooo | | 5#12 | | 5#12 | | | | 5#12 | | 5#12 | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________| STAAD SPACE -- PAGE NO. 77 
 ACI 318-11 BEAM NO. 34 DESIGN RESULTS ============================================= LEN - 1500. MM FY - 415. FC - 25. MPA, SIZE - 200. X 350. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 49. 2 - 12MM 191. 1500. NO YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 6.40 KN-MET AT 1500.MM, LOAD 608| | REQD STEEL= 76.MM2, RHO=0.0013, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 113. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 12494.8 cm^4 2 306. 3 - 12MM 0. 1485. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 26.17 KN-MET AT 0.MM, LOAD 608| | REQD STEEL= 238.MM2, RHO=0.0039, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 56. MMS | | REQD. DEVELOPMENT LENGTH = 383. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 18091.4 cm^4 3 306. 2 - 12MM 1078. 1500. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.09 KN-MET AT 1500.MM, LOAD 611| | REQD STEEL= 1.MM2, RHO=0.0000, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 113. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 12946.8 cm^4 
 B E A M N O. 34 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 15.87 KNS Vc= 48.34 KNS Vs= 0.00 KNS Tu= 6.45 KN-MET Tc= 1.4 KN-MET Ts= 8.6 KN-MET LOAD 606 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 105. MM C/C FOR 455. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 2.63 SQ.CM. 
 STAAD SPACE -- PAGE NO. 78 
 AT END SUPPORT - Vu= 7.67 KNS Vc= 49.75 KNS Vs= 0.00 KNS Tu= 6.45 KN-MET Tc= 1.4 KN-MET Ts= 8.6 KN-MET LOAD 606 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 105. MM C/C FOR 455. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 2.63 SQ.CM. 
 ___ 23J____________________ 1499X 200X 350_____________________ 26J____ | | ||=========================================================================|| | 3No12 H 306.| 0.TO 1485| | | |2No12|H 306.1078.TO 1500 | | 6*12c/c105 | | | | | | | 6*12c/c105 | | | 2No12 H 49. 191.TO 1500 | | | | | | | | ==================================================================|| | | |___________________________________________________________________________| _______ _______ _______ _______ _______ | | | | | | | | | | | ooo | | ooo | | ooo | | ooo | | oo | | 3#12 | | 3#12 | | 3#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | oo | | oo | | oo | | oo | | | | | | | | | | | |_______| |_______| |_______| |_______| |_______| 
 ACI 318-11 BEAM NO. 35 DESIGN RESULTS ============================================= LEN - 4500. MM FY - 415. FC - 25. MPA, SIZE - 300. X 400. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 51. 2 - 16MM 0. 4500. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 45.27 KN-MET AT 3000.MM, LOAD 600| | REQD STEEL= 359.MM2, RHO=0.0034, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 41./ 209. MMS | | REQD. DEVELOPMENT LENGTH = 480. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 29758.5 cm^4 2 356. 5 - 12MM 0. 2343. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 67.39 KN-MET AT 0.MM, LOAD 608| | REQD STEEL= 532.MM2, RHO=0.0050, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 53. MMS | | REQD. DEVELOPMENT LENGTH = 406. MMS | |----------------------------------------------------------------| STAAD SPACE -- PAGE NO. 79 
 Cracked Moment of Inertia Iz at above location = 41156.5 cm^4 
 B E A M N O. 35 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 54.43 KNS Vc= 86.33 KNS Vs= 0.00 KNS Tu= 2.38 KN-MET Tc= 3.2 KN-MET Ts= 0.0 KN-MET LOAD 600 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 175. MM C/C FOR 1905. MM 
 AT END SUPPORT - Vu= 8.89 KNS Vc= 86.64 KNS Vs= 0.00 KNS Tu= 5.17 KN-MET Tc= 3.2 KN-MET Ts= 6.9 KN-MET LOAD 605 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 143. MM C/C FOR 1905. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.41 SQ.CM. 
 ___ 21J____________________ 4500X 300X 400_____________________ 24J____ | | ||====================================== | | 5No12 H 356.| 0.TO 2343| | | | | | | 12*12c/c175 | | | | | | | | | 15*12c/c143 | | 2No16 H 51.| 0.TO 4500| | | | | | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | ooooo | | ooooo | | ooooo | | | | | | 5#12 | | 5#12 | | 5#12 | | | | | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________| 
 ACI 318-11 BEAM NO. 36 DESIGN RESULTS ============================================= LEN - 1500. MM FY - 415. FC - 25. MPA, SIZE - 200. X 350. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 49. 3 - 12MM 0. 1500. YES YES STAAD SPACE -- PAGE NO. 80 
 |----------------------------------------------------------------| | CRITICAL POS MOMENT= 33.90 KN-MET AT 0.MM, LOAD 600| | REQD STEEL= 318.MM2, RHO=0.0053, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 56. MMS | | REQD. DEVELOPMENT LENGTH = 383. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 17450.1 cm^4 2 304. 3 - 16MM 0. 1500. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 58.86 KN-MET AT 1500.MM, LOAD 607| | REQD STEEL= 570.MM2, RHO=0.0094, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 41./ 54. MMS | | REQD. DEVELOPMENT LENGTH = 707. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 27936.3 cm^4 
 B E A M N O. 36 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 42.87 KNS Vc= 49.43 KNS Vs= 7.73 KNS Tu= 5.96 KN-MET Tc= 1.4 KN-MET Ts= 7.9 KN-MET LOAD 605 STIRRUPS ARE REQUIRED FOR SHEAR AND TORSION. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 105. MM C/C FOR 455. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 2.43 SQ.CM. 
 AT END SUPPORT - Vu= 48.03 KNS Vc= 49.43 KNS Vs= 14.62 KNS Tu= 5.96 KN-MET Tc= 1.4 KN-MET Ts= 7.9 KN-MET LOAD 605 STIRRUPS ARE REQUIRED FOR SHEAR AND TORSION. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 105. MM C/C FOR 455. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 2.43 SQ.CM. 
 ___ 24J____________________ 1499X 200X 350_____________________ 27J____ | | ||=========================================================================|| | 3No16 H 304.| 0.TO 1500| | | | | | | | | | 6*12c/c105 | | | | | | | 6*12c/c105 | | | 3No12 H 49.| 0.TO 1500| | | | | | | | | ||=========================================================================|| | | |___________________________________________________________________________| _______ _______ _______ _______ _______ | | | | | | | | | | | ooo | | ooo | | ooo | | ooo | | ooo | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | | | | | | | | | | | 3#12 | | 3#12 | | 3#12 | | 3#12 | | 3#12 | | ooo | | ooo | | ooo | | ooo | | ooo | | | | | | | | | | | |_______| |_______| |_______| |_______| |_______| STAAD SPACE -- PAGE NO. 81 
 ACI 318-11 BEAM NO. 37 DESIGN RESULTS ============================================= LEN - 3350. MM FY - 415. FC - 25. MPA, SIZE - 200. X 350. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 49. 3 - 12MM 0. 3350. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 34.29 KN-MET AT 3350.MM, LOAD 600| | REQD STEEL= 321.MM2, RHO=0.0053, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 56. MMS | | REQD. DEVELOPMENT LENGTH = 383. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 17450.1 cm^4 2 306. 4 - 12MM 0. 2035. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 43.82 KN-MET AT 0.MM, LOAD 606| | REQD STEEL= 410.MM2, RHO=0.0067, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 38. MMS | | REQD. DEVELOPMENT LENGTH = 575. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 22738.5 cm^4 
 B E A M N O. 37 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 24.86 KNS Vc= 49.64 KNS Vs= 0.00 KNS Tu= 4.77 KN-MET Tc= 1.4 KN-MET Ts= 6.4 KN-MET LOAD 608 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 105. MM C/C FOR 1380. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.94 SQ.CM. 
 AT END SUPPORT - Vu= 5.92 KNS Vc= 49.64 KNS Vs= 0.00 KNS Tu= 4.77 KN-MET Tc= 1.4 KN-MET Ts= 6.4 KN-MET LOAD 608 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 105. MM C/C FOR 1380. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.94 SQ.CM. 
 STAAD SPACE -- PAGE NO. 82 
 ___ 28J____________________ 3350X 200X 350_____________________ 66J____ | | ||============================================= | | 4No12 H 306.| 0.TO 2035| | | | | | | | | 15*12c/c105 | | | | | | | | | | | 15*12c/c105 | | 3No12 H 49.| 0.TO 3350| | | | | | | | ||=========================================================================|| | | |___________________________________________________________________________| _______ _______ _______ _______ _______ | | | | | | | | | | | oooo | | oooo | | oooo | | | | | | 4#12 | | 4#12 | | 4#12 | | | | | | | | | | | | | | | | 3#12 | | 3#12 | | 3#12 | | 3#12 | | 3#12 | | ooo | | ooo | | ooo | | ooo | | ooo | | | | | | | | | | | |_______| |_______| |_______| |_______| |_______| 
 ACI 318-11 BEAM NO. 38 DESIGN RESULTS ============================================= LEN - 4600. MM FY - 415. FC - 25. MPA, SIZE - 200. X 350. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 49. 2 - 12MM 0. 4600. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 15.97 KN-MET AT 2300.MM, LOAD 600| | REQD STEEL= 193.MM2, RHO=0.0032, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 113. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 12494.8 cm^4 2 306. 3 - 12MM 0. 1893. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 33.28 KN-MET AT 0.MM, LOAD 606| | REQD STEEL= 306.MM2, RHO=0.0050, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 56. MMS | | REQD. DEVELOPMENT LENGTH = 383. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 18091.4 cm^4 3 306. 2 - 12MM 2515. 4600. NO YES STAAD SPACE -- PAGE NO. 83 
 |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 24.94 KN-MET AT 4600.MM, LOAD 605| | REQD STEEL= 226.MM2, RHO=0.0037, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 113. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 12946.8 cm^4 
 B E A M N O. 38 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 27.73 KNS Vc= 49.17 KNS Vs= 0.00 KNS Tu= 0.70 KN-MET Tc= 1.4 KN-MET Ts= 0.0 KN-MET LOAD 600 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 151. MM C/C FOR 2005. MM 
 AT END SUPPORT - Vu= 22.42 KNS Vc= 50.58 KNS Vs= 0.00 KNS Tu= 0.70 KN-MET Tc= 1.4 KN-MET Ts= 0.0 KN-MET LOAD 600 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 151. MM C/C FOR 2005. MM 
 ___ 29J____________________ 4600X 200X 350_____________________ 30J____ | | ||============================== ==================================|| | 3No12 H 306.| 0.TO 1893| | |2No12|H 306.2515.TO 4600 | | | | | 15*12c/c151 | | | | | | | | | | | | | 15*12c/c151 | | | 2No12 H 49.| 0.TO 4600| | | | | | | | | | | | | | | ||=========================================================================|| | | |___________________________________________________________________________| _______ _______ _______ _______ _______ | | | | | | | | | | | ooo | | ooo | | | | oo | | oo | | 3#12 | | 3#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |_______| |_______| |_______| |_______| |_______| STAAD SPACE -- PAGE NO. 84 
 ACI 318-11 BEAM NO. 39 DESIGN RESULTS ============================================= LEN - 3350. MM FY - 415. FC - 25. MPA, SIZE - 200. X 350. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 51. 2 - 16MM 0. 3350. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 38.79 KN-MET AT 2233.MM, LOAD 600| | REQD STEEL= 369.MM2, RHO=0.0062, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 41./ 109. MMS | | REQD. DEVELOPMENT LENGTH = 480. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 19700.8 cm^4 2 306. 2 - 12MM 0. 639. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 9.86 KN-MET AT 0.MM, LOAD 600| | REQD STEEL= 116.MM2, RHO=0.0019, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 113. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 12946.8 cm^4 
 B E A M N O. 39 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 33.97 KNS Vc= 47.39 KNS Vs= 0.00 KNS Tu= 2.94 KN-MET Tc= 1.3 KN-MET Ts= 3.9 KN-MET LOAD 600 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 105. MM C/C FOR 1380. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.20 SQ.CM. 
 AT END SUPPORT - Vu= 9.23 KNS Vc= 47.39 KNS Vs= 0.00 KNS Tu= 2.94 KN-MET Tc= 1.3 KN-MET Ts= 3.9 KN-MET LOAD 600 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 105. MM C/C FOR 1380. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.20 SQ.CM. 
 STAAD SPACE -- PAGE NO. 85 
 ___ 31J____________________ 3350X 200X 350_____________________ 68J____ | | ||============= | | 2No12 H 306.| 0.TO 639 | | 15*12c/c105 | 15*12c/c105 | | 2No16 H 51.| 0.TO 3350 | ||=========================================================================|| | | |___________________________________________________________________________| _______ _______ _______ _______ _______ | | | | | | | | | | | oo | | | | | | | | | | 2#12 | | | | | | | | | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |_______| |_______| |_______| |_______| |_______| 
 ACI 318-11 BEAM NO. 40 DESIGN RESULTS ============================================= LEN - 4600. MM FY - 415. FC - 25. MPA, SIZE - 200. X 350. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 49. 2 - 12MM 220. 4600. NO YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 24.17 KN-MET AT 2683.MM, LOAD 600| | REQD STEEL= 223.MM2, RHO=0.0037, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 113. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 12494.8 cm^4 2 302. 2 - 20MM 0. 2516. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 61.54 KN-MET AT 0.MM, LOAD 600| | REQD STEEL= 604.MM2, RHO=0.0100, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 45./ 105. MMS | | REQD. DEVELOPMENT LENGTH = 600. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 28369.4 cm^4 3 306. 2 - 12MM 3665. 4600. NO YES STAAD SPACE -- PAGE NO. 86 
 |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 5.07 KN-MET AT 4600.MM, LOAD 605| | REQD STEEL= 59.MM2, RHO=0.0010, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 113. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 12946.8 cm^4 
 B E A M N O. 40 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 48.90 KNS Vc= 48.86 KNS Vs= 16.34 KNS Tu= 2.66 KN-MET Tc= 1.4 KN-MET Ts= 3.6 KN-MET LOAD 600 STIRRUPS ARE REQUIRED FOR SHEAR AND TORSION. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 105. MM C/C FOR 2005. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.08 SQ.CM. 
 AT END SUPPORT - Vu= 15.04 KNS Vc= 53.54 KNS Vs= 0.00 KNS Tu= 2.90 KN-MET Tc= 1.4 KN-MET Ts= 3.9 KN-MET LOAD 607 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 105. MM C/C FOR 2005. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.18 SQ.CM. 
 ___ 32J____________________ 4600X 200X 350_____________________ 33J____ | | ||======================================== ===============|| | 2No20 H 302.| |0.TO 2516| | | | | | | | 2No12 H 306.3665.TO|4600 | | 21*12c/c105 | | | | | | | | | | | | | | |21*12c/c105| | | | 2No12 H |49.|220.TO 4600| | | | | | | | | | | | | | | | | ========================================================================|| | | |___________________________________________________________________________| _______ _______ _______ _______ _______ | | | | | | | | | | | oo | | oo | | oo | | | | oo | | 2#20 | | 2#20 | | 2#20 | | | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | oo | | oo | | oo | | oo | | | | | | | | | | | |_______| |_______| |_______| |_______| |_______| STAAD SPACE -- PAGE NO. 87 
 ACI 318-11 BEAM NO. 41 DESIGN RESULTS ============================================= LEN - 3350. MM FY - 415. FC - 25. MPA, SIZE - 200. X 350. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 49. 2 - 12MM 0. 3350. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 11.07 KN-MET AT 0.MM, LOAD 609| | REQD STEEL= 133.MM2, RHO=0.0022, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 113. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 12494.8 cm^4 2 306. 2 - 12MM 0. 1756. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 13.24 KN-MET AT 0.MM, LOAD 606| | REQD STEEL= 157.MM2, RHO=0.0026, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 113. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 12946.8 cm^4 3 306. 2 - 12MM 1455. 3350. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 21.18 KN-MET AT 3350.MM, LOAD 605| | REQD STEEL= 204.MM2, RHO=0.0033, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 113. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 12946.8 cm^4 
 B E A M N O. 41 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 7.01 KNS Vc= 88.84 KNS Vs= 0.00 KNS Tu= 6.37 KN-MET Tc= 1.4 KN-MET Ts= 8.5 KN-MET LOAD 600 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 105. MM C/C FOR 1380. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 2.59 SQ.CM. 
 STAAD SPACE -- PAGE NO. 88 
 AT END SUPPORT - Vu= 14.73 KNS Vc= 48.91 KNS Vs= 0.00 KNS Tu= 6.37 KN-MET Tc= 1.4 KN-MET Ts= 8.5 KN-MET LOAD 600 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 105. MM C/C FOR 1380. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 2.59 SQ.CM. 
 ___ 34J____________________ 3350X 200X 350_____________________ 78J____ | | ||=========================================================================|| | 2No12 H 306.| 0.TO 1756| | | 2No12 H|306.1455.TO|3350 | | | | | | | | 15*12c/c105 | | | | | | | | | | | | | | | | 15*12c/c105 | | | 2No12 H 49.| 0.TO 3350| | | | | | | | | | | | | | | | | | ||=========================================================================|| | | |___________________________________________________________________________| _______ _______ _______ _______ _______ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |_______| |_______| |_______| |_______| |_______| 
 ACI 318-11 BEAM NO. 42 DESIGN RESULTS ============================================= LEN - 4600. MM FY - 415. FC - 25. MPA, SIZE - 200. X 350. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 49. 2 - 12MM 0. 4600. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 14.45 KN-MET AT 1917.MM, LOAD 600| | REQD STEEL= 174.MM2, RHO=0.0029, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 113. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 12494.8 cm^4 2 306. 2 - 12MM 0. 1126. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 5.58 KN-MET AT 0.MM, LOAD 612| | REQD STEEL= 65.MM2, RHO=0.0011, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 113. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| STAAD SPACE -- PAGE NO. 89 
 Cracked Moment of Inertia Iz at above location = 12946.8 cm^4 3 306. 2 - 12MM 2515. 4600. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 19.72 KN-MET AT 4600.MM, LOAD 605| | REQD STEEL= 204.MM2, RHO=0.0033, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 113. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 12946.8 cm^4 
 B E A M N O. 42 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 12.04 KNS Vc= 51.19 KNS Vs= 0.00 KNS Tu= 1.93 KN-MET Tc= 1.4 KN-MET Ts= 2.6 KN-MET LOAD 600 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 105. MM C/C FOR 2005. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 0.78 SQ.CM. 
 AT END SUPPORT - Vu= 18.95 KNS Vc= 49.70 KNS Vs= 0.00 KNS Tu= 1.93 KN-MET Tc= 1.4 KN-MET Ts= 2.6 KN-MET LOAD 600 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 105. MM C/C FOR 2005. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 0.78 SQ.CM. 
 ___ 35J____________________ 4600X 200X 350_____________________ 36J____ | | ||================= ==================================|| | 2No12 H 306.| |0.TO 1126 2No12 H 306.2515.TO 4600| | | | | | | 21*12c/c105 | | | | | | | | | | | | |21*12c/c105| | | | 2No12 H |49.| |0.TO 4600 | | | | | | | | | | | | | | | | | | ||=========================================================================|| | | |___________________________________________________________________________| _______ _______ _______ _______ _______ | | | | | | | | | | | oo | | | | | | oo | | oo | | 2#12 | | | | | | 2#12 | | 2#12 | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |_______| |_______| |_______| |_______| |_______| STAAD SPACE -- PAGE NO. 90 
 ACI 318-11 BEAM NO. 43 DESIGN RESULTS ============================================= LEN - 4500. MM FY - 415. FC - 25. MPA, SIZE - 200. X 350. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 53. 3 - 20MM 0. 4500. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 65.46 KN-MET AT 4500.MM, LOAD 600| | REQD STEEL= 661.MM2, RHO=0.0111, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 45./ 52. MMS | | REQD. DEVELOPMENT LENGTH = 1147. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 36547.4 cm^4 2 302. 3 - 20MM 0. 2864. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 65.48 KN-MET AT 0.MM, LOAD 600| | REQD STEEL= 648.MM2, RHO=0.0107, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 45./ 52. MMS | | REQD. DEVELOPMENT LENGTH = 1147. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 37981.1 cm^4 
 B E A M N O. 43 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 51.58 KNS Vc= 50.85 KNS Vs= 17.93 KNS Tu= 2.30 KN-MET Tc= 1.6 KN-MET Ts= 3.1 KN-MET LOAD 600 STIRRUPS ARE REQUIRED FOR SHEAR AND TORSION. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 105. MM C/C FOR 1955. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 0.94 SQ.CM. 
 AT END SUPPORT - Vu= 6.08 KNS Vc= 47.49 KNS Vs= 0.00 KNS Tu= 2.74 KN-MET Tc= 1.5 KN-MET Ts= 3.7 KN-MET LOAD 606 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 105. MM C/C FOR 1955. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.12 SQ.CM. 
 STAAD SPACE -- PAGE NO. 91 
 ___ 28J____________________ 4500X 200X 350_____________________ 31J____ | | ||=============================================== | | 3No20 H 302.| |0.TO 2864| | | | | | | | | | | | | | 20*12c/c105 | | | | | | | | | | | | | | | | | | 20*12c/c105 | | 3No20 H |53.| |0.TO 4500| | | | | | | | | | | | | ||=========================================================================|| | | |___________________________________________________________________________| _______ _______ _______ _______ _______ | | | | | | | | | | | ooo | | ooo | | ooo | | | | | | 3#20 | | 3#20 | | 3#20 | | | | | | | | | | | | | | | | 3#20 | | 3#20 | | 3#20 | | 3#20 | | 3#20 | | ooo | | ooo | | ooo | | ooo | | ooo | | | | | | | | | | | |_______| |_______| |_______| |_______| |_______| 
 ACI 318-11 BEAM NO. 44 DESIGN RESULTS ============================================= LEN - 1500. MM FY - 415. FC - 25. MPA, SIZE - 200. X 350. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 53. 3 - 20MM 0. 1500. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 68.41 KN-MET AT 0.MM, LOAD 600| | REQD STEEL= 695.MM2, RHO=0.0117, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 45./ 52. MMS | | REQD. DEVELOPMENT LENGTH = 1147. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 36547.4 cm^4 2 302. 3 - 20MM 0. 1500. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 74.86 KN-MET AT 1500.MM, LOAD 600| | REQD STEEL= 755.MM2, RHO=0.0125, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 45./ 52. MMS | | REQD. DEVELOPMENT LENGTH = 1147. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 37981.1 cm^4 
 B E A M N O. 44 D E S I G N R E S U L T S - SHEAR STAAD SPACE -- PAGE NO. 92 
 AT START SUPPORT - Vu= 92.66 KNS Vc= 56.20 KNS Vs= 67.34 KNS Tu= 7.56 KN-MET Tc= 1.6 KN-MET Ts= 10.1 KN-MET LOAD 600 STIRRUPS ARE REQUIRED FOR SHEAR AND TORSION. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 105. MM C/C FOR 455. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 3.08 SQ.CM. 
 AT END SUPPORT - Vu= 98.37 KNS Vc= 55.70 KNS Vs= 75.46 KNS Tu= 7.56 KN-MET Tc= 1.6 KN-MET Ts= 10.1 KN-MET LOAD 600 STIRRUPS ARE REQUIRED FOR SHEAR AND TORSION. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 105. MM C/C FOR 455. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 3.08 SQ.CM. 
 ___ 31J____________________ 1499X 200X 350_____________________ 34J____ | | ||=========================================================================|| | 3No20 H 302.| 0.TO 1500| | | | | | | | | | 6*12c/c105 | | | | | | | 6*12c/c105 | | | 3No20 H 53.| 0.TO 1500| | | | | | | | | ||=========================================================================|| | | |___________________________________________________________________________| _______ _______ _______ _______ _______ | | | | | | | | | | | ooo | | ooo | | ooo | | ooo | | ooo | | 3#20 | | 3#20 | | 3#20 | | 3#20 | | 3#20 | | | | | | | | | | | | 3#20 | | 3#20 | | 3#20 | | 3#20 | | 3#20 | | ooo | | ooo | | ooo | | ooo | | ooo | | | | | | | | | | | |_______| |_______| |_______| |_______| |_______| 
 ACI 318-11 BEAM NO. 45 DESIGN RESULTS ============================================= LEN - 4500. MM FY - 415. FC - 25. MPA, SIZE - 200. X 350. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 49. 2 - 12MM 0. 4500. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 23.32 KN-MET AT 2250.MM, LOAD 600| | REQD STEEL= 215.MM2, RHO=0.0036, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 113. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| STAAD SPACE -- PAGE NO. 93 
 Cracked Moment of Inertia Iz at above location = 12494.8 cm^4 2 304. 2 - 16MM 0. 1980. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 37.17 KN-MET AT 0.MM, LOAD 608| | REQD STEEL= 346.MM2, RHO=0.0057, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 41./ 109. MMS | | REQD. DEVELOPMENT LENGTH = 480. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 20435.2 cm^4 3 304. 2 - 16MM 2333. 4500. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 40.90 KN-MET AT 4500.MM, LOAD 607| | REQD STEEL= 383.MM2, RHO=0.0063, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 41./ 109. MMS | | REQD. DEVELOPMENT LENGTH = 480. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 20435.2 cm^4 
 B E A M N O. 45 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 35.99 KNS Vc= 50.14 KNS Vs= 0.00 KNS Tu= 0.63 KN-MET Tc= 1.4 KN-MET Ts= 0.0 KN-MET LOAD 600 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 151. MM C/C FOR 1955. MM 
 AT END SUPPORT - Vu= 39.13 KNS Vc= 49.61 KNS Vs= 2.57 KNS Tu= 0.63 KN-MET Tc= 1.4 KN-MET Ts= 0.0 KN-MET LOAD 600 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT IS REQUIRED FOR SHEAR. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 151. MM C/C FOR 1955. MM 
 STAAD SPACE -- PAGE NO. 94 
 ___ 29J____________________ 4500X 200X 350_____________________ 32J____ | | ||================================ ====================================|| | 2No16 H 304.| 0.TO 1980| | | 2No16 H|304.2333.TO|4500 | | | | | | 14*12c/c151 | | | | | | | | | | | | | | 14*12c/c151 | | | 2No12 H 49.| 0.TO 4500| | | | | | | | | | | | | | | | ||=========================================================================|| | | |___________________________________________________________________________| _______ _______ _______ _______ _______ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#16 | | 2#16 | | | | 2#16 | | 2#16 | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |_______| |_______| |_______| |_______| |_______| 
 ACI 318-11 BEAM NO. 46 DESIGN RESULTS ============================================= LEN - 1500. MM FY - 415. FC - 25. MPA, SIZE - 200. X 350. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 49. 2 - 12MM 0. 1500. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 5.33 KN-MET AT 1500.MM, LOAD 608| | REQD STEEL= 64.MM2, RHO=0.0011, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 113. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 12494.8 cm^4 2 306. 2 - 12MM 0. 1360. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 18.25 KN-MET AT 0.MM, LOAD 608| | REQD STEEL= 204.MM2, RHO=0.0033, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 113. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 12946.8 cm^4 3 306. 2 - 12MM 828. 1500. NO YES STAAD SPACE -- PAGE NO. 95 
 |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 1.53 KN-MET AT 1500.MM, LOAD 611| | REQD STEEL= 18.MM2, RHO=0.0003, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 113. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 12946.8 cm^4 
 B E A M N O. 46 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 9.97 KNS Vc= 48.46 KNS Vs= 0.00 KNS Tu= 8.30 KN-MET Tc= 1.4 KN-MET Ts= 11.1 KN-MET LOAD 606 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 105. MM C/C FOR 455. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 3.38 SQ.CM. 
 AT END SUPPORT - Vu= 3.63 KNS Vc= 49.85 KNS Vs= 0.00 KNS Tu= 8.30 KN-MET Tc= 1.4 KN-MET Ts= 11.1 KN-MET LOAD 606 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 105. MM C/C FOR 455. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 3.38 SQ.CM. 
 ___ 32J____________________ 1499X 200X 350_____________________ 35J____ | | ||=========================================================================|| | 2No12 H 306.| 0.TO 1360| | 2No12 H 306. 828.TO 1500 | | | | 6*12c/c105 | | | | | | | 6*12c/c105 | | | 2No12 H 49.| 0.TO 1500| | | | | | | | | ||=========================================================================|| | | |___________________________________________________________________________| _______ _______ _______ _______ _______ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |_______| |_______| |_______| |_______| |_______| STAAD SPACE -- PAGE NO. 96 
 ACI 318-11 BEAM NO. 47 DESIGN RESULTS ============================================= LEN - 4500. MM FY - 415. FC - 25. MPA, SIZE - 200. X 350. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 49. 3 - 12MM 0. 4500. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 30.41 KN-MET AT 3000.MM, LOAD 600| | REQD STEEL= 283.MM2, RHO=0.0047, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 56. MMS | | REQD. DEVELOPMENT LENGTH = 383. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 17450.1 cm^4 2 304. 2 - 16MM 0. 1980. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 36.65 KN-MET AT 0.MM, LOAD 600| | REQD STEEL= 341.MM2, RHO=0.0056, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 41./ 109. MMS | | REQD. DEVELOPMENT LENGTH = 480. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 20435.2 cm^4 
 B E A M N O. 47 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 36.24 KNS Vc= 50.01 KNS Vs= 0.00 KNS Tu= 0.60 KN-MET Tc= 1.5 KN-MET Ts= 0.0 KN-MET LOAD 600 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 151. MM C/C FOR 1955. MM 
 AT END SUPPORT - Vu= 4.25 KNS Vc= 48.59 KNS Vs= 0.00 KNS Tu= 0.21 KN-MET Tc= 1.4 KN-MET Ts= 0.0 KN-MET LOAD 500 STIRRUPS ARE NOT REQUIRED. STAAD SPACE -- PAGE NO. 97 
 ___ 30J____________________ 4500X 200X 350_____________________ 33J____ | | ||================================ | | 2No16 H 304.| 0.TO 1980| | | | | 14*12c/c151 | | | | | | | | | 3No12 H 49.| 0.TO 4500| | | | ||=========================================================================|| | | |___________________________________________________________________________| _______ _______ _______ _______ _______ | | | | | | | | | | | oo | | oo | | | | | | | | 2#16 | | 2#16 | | | | | | | | | | | | | | | | | | 3#12 | | 3#12 | | 3#12 | | 3#12 | | 3#12 | | ooo | | ooo | | ooo | | ooo | | ooo | | | | | | | | | | | |_______| |_______| |_______| |_______| |_______| 
 ACI 318-11 BEAM NO. 48 DESIGN RESULTS ============================================= LEN - 1500. MM FY - 415. FC - 25. MPA, SIZE - 200. X 350. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 49. 2 - 12MM 0. 1319. YES NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 20.77 KN-MET AT 0.MM, LOAD 600| | REQD STEEL= 200.MM2, RHO=0.0033, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 113. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 12494.8 cm^4 2 304. 2 - 16MM 0. 1500. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 40.87 KN-MET AT 1500.MM, LOAD 600| | REQD STEEL= 383.MM2, RHO=0.0063, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 41./ 109. MMS | | REQD. DEVELOPMENT LENGTH = 480. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 20435.2 cm^4 
 B E A M N O. 48 D E S I G N R E S U L T S - SHEAR STAAD SPACE -- PAGE NO. 98 
 AT START SUPPORT - Vu= 28.14 KNS Vc= 53.01 KNS Vs= 0.00 KNS Tu= 3.62 KN-MET Tc= 1.5 KN-MET Ts= 4.8 KN-MET LOAD 605 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 105. MM C/C FOR 455. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.48 SQ.CM. 
 AT END SUPPORT - Vu= 32.30 KNS Vc= 49.57 KNS Vs= 0.00 KNS Tu= 3.62 KN-MET Tc= 1.5 KN-MET Ts= 4.8 KN-MET LOAD 605 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 105. MM C/C FOR 455. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.48 SQ.CM. 
 ___ 33J____________________ 1499X 200X 350_____________________ 36J____ | | ||=========================================================================|| | 2No16 H 304.| 0.TO 1500| | | | | | | | 6*12c/c105 | | | | | | | 6*12c/c105 | | 2No12 H 49.| 0.TO 1319| | | | | | | ||================================================================= | | | |___________________________________________________________________________| _______ _______ _______ _______ _______ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | oo | | oo | | oo | | oo | | | | | | | | | | | | | |_______| |_______| |_______| |_______| |_______| 
 ACI 318-11 BEAM NO. 49 DESIGN RESULTS ============================================= LEN - 2700. MM FY - 415. FC - 25. MPA, SIZE - 200. X 350. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 51. 2 - 16MM 0. 2700. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 40.82 KN-MET AT 2700.MM, LOAD 600| | REQD STEEL= 390.MM2, RHO=0.0065, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 41./ 109. MMS | | REQD. DEVELOPMENT LENGTH = 480. MMS | |----------------------------------------------------------------| STAAD SPACE -- PAGE NO. 99 
 Cracked Moment of Inertia Iz at above location = 19700.8 cm^4 2 306. 3 - 12MM 0. 1710. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 36.29 KN-MET AT 0.MM, LOAD 600| | REQD STEEL= 338.MM2, RHO=0.0055, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 56. MMS | | REQD. DEVELOPMENT LENGTH = 383. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 17833.2 cm^4 
 B E A M N O. 49 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 36.98 KNS Vc= 50.65 KNS Vs= 0.00 KNS Tu= 3.29 KN-MET Tc= 1.5 KN-MET Ts= 4.4 KN-MET LOAD 600 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 105. MM C/C FOR 1055. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.34 SQ.CM. 
 AT END SUPPORT - Vu= 20.14 KNS Vc= 48.59 KNS Vs= 0.00 KNS Tu= 3.29 KN-MET Tc= 1.5 KN-MET Ts= 4.4 KN-MET LOAD 600 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 105. MM C/C FOR 1055. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.34 SQ.CM. 
 ___ 37J____________________ 2700X 200X 350_____________________ 70J____ | | ||=============================================== | | 3No12 H 306.| 0.TO 1710| | | | | | | | | 12*12c/c105 | | | | | | | | | | | 12*12c/c105 | | 2No16 H 51.| 0.TO 2700| | | | | | | | ||=========================================================================|| | | |___________________________________________________________________________| _______ _______ _______ _______ _______ | | | | | | | | | | | ooo | | ooo | | ooo | | | | | | 3#12 | | 3#12 | | 3#12 | | | | | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |_______| |_______| |_______| |_______| |_______| STAAD SPACE -- PAGE NO. 100 
 ACI 318-11 BEAM NO. 51 DESIGN RESULTS ============================================= LEN - 2700. MM FY - 415. FC - 25. MPA, SIZE - 200. X 350. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 51. 2 - 16MM 0. 2700. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 40.71 KN-MET AT 2700.MM, LOAD 600| | REQD STEEL= 389.MM2, RHO=0.0065, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 41./ 109. MMS | | REQD. DEVELOPMENT LENGTH = 480. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 19700.8 cm^4 2 306. 3 - 12MM 0. 1485. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 27.51 KN-MET AT 0.MM, LOAD 600| | REQD STEEL= 250.MM2, RHO=0.0041, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 56. MMS | | REQD. DEVELOPMENT LENGTH = 383. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 18091.4 cm^4 
 B E A M N O. 51 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 33.69 KNS Vc= 51.60 KNS Vs= 0.00 KNS Tu= 5.76 KN-MET Tc= 1.5 KN-MET Ts= 7.7 KN-MET LOAD 600 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 105. MM C/C FOR 1055. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 2.35 SQ.CM. 
 AT END SUPPORT - Vu= 16.85 KNS Vc= 48.32 KNS Vs= 0.00 KNS Tu= 5.76 KN-MET Tc= 1.5 KN-MET Ts= 7.7 KN-MET LOAD 600 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 105. MM C/C FOR 1055. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 2.35 SQ.CM. 
 STAAD SPACE -- PAGE NO. 101 
 ___ 40J____________________ 2700X 200X 350_____________________ 71J____ | | ||======================================== | | 3No12 H 306.| 0.TO 1485| | | | | | | 12*12c/c105 | | | | | | | | | 12*12c/c105 | | 2No16 H 51.| 0.TO 2700| | | | | | ||=========================================================================|| | | |___________________________________________________________________________| _______ _______ _______ _______ _______ | | | | | | | | | | | ooo | | ooo | | ooo | | | | | | 3#12 | | 3#12 | | 3#12 | | | | | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |_______| |_______| |_______| |_______| |_______| 
 ACI 318-11 BEAM NO. 55 DESIGN RESULTS ============================================= LEN - 4500. MM FY - 415. FC - 25. MPA, SIZE - 200. X 350. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 49. 2 - 12MM 0. 4500. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 15.48 KN-MET AT 2250.MM, LOAD 600| | REQD STEEL= 187.MM2, RHO=0.0031, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 113. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 12494.8 cm^4 2 306. 2 - 12MM 0. 1860. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 21.89 KN-MET AT 0.MM, LOAD 608| | REQD STEEL= 204.MM2, RHO=0.0033, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 113. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 12946.8 cm^4 3 306. 2 - 12MM 2828. 4500. NO YES STAAD SPACE -- PAGE NO. 102 
 |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 17.26 KN-MET AT 4500.MM, LOAD 607| | REQD STEEL= 204.MM2, RHO=0.0033, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 113. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 12946.8 cm^4 
 B E A M N O. 55 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 20.21 KNS Vc= 50.46 KNS Vs= 0.00 KNS Tu= 0.86 KN-MET Tc= 1.4 KN-MET Ts= 0.0 KN-MET LOAD 600 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 151. MM C/C FOR 1955. MM 
 AT END SUPPORT - Vu= 5.95 KNS Vc= 57.62 KNS Vs= 0.00 KNS Tu= 0.33 KN-MET Tc= 1.4 KN-MET Ts= 0.0 KN-MET LOAD 500 STIRRUPS ARE NOT REQUIRED. 
 ___ 37J____________________ 4500X 200X 350_____________________ 40J____ | | ||============================== ============================|| | 2No12 H 306.| 0.TO 1860| | 2No12 H 306.2828.TO 4500 | | 14*12c/c151 | | | | | | | | 2No12 H 49.| 0.TO 4500| | | ||=========================================================================|| | | |___________________________________________________________________________| _______ _______ _______ _______ _______ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |_______| |_______| |_______| |_______| |_______| STAAD SPACE -- PAGE NO. 103 
 ACI 318-11 BEAM NO. 57 DESIGN RESULTS ============================================= LEN - 4500. MM FY - 415. FC - 25. MPA, SIZE - 200. X 350. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 49. 2 - 12MM 0. 4500. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 13.76 KN-MET AT 2250.MM, LOAD 600| | REQD STEEL= 166.MM2, RHO=0.0028, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 113. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 12494.8 cm^4 2 306. 2 - 12MM 0. 1485. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 15.85 KN-MET AT 0.MM, LOAD 608| | REQD STEEL= 188.MM2, RHO=0.0031, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 113. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 12946.8 cm^4 3 306. 2 - 12MM 2453. 4500. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 21.80 KN-MET AT 4500.MM, LOAD 607| | REQD STEEL= 204.MM2, RHO=0.0033, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 113. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 12946.8 cm^4 
 B E A M N O. 57 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 17.18 KNS Vc= 54.92 KNS Vs= 0.00 KNS Tu= 1.64 KN-MET Tc= 1.5 KN-MET Ts= 2.2 KN-MET LOAD 600 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 105. MM C/C FOR 1955. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 0.67 SQ.CM. 
 AT END SUPPORT - Vu= 20.77 KNS Vc= 49.63 KNS Vs= 0.00 KNS Tu= 1.64 KN-MET Tc= 1.5 KN-MET Ts= 2.2 KN-MET LOAD 600 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 105. MM C/C FOR 1955. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 0.67 SQ.CM. 
 STAAD SPACE -- PAGE NO. 104 
 ___ 38J____________________ 4500X 200X 350_____________________ 41J____ | | ||======================== ==================================|| | 2No12 H 306.| |0.TO 1485 2No12 H 306.2453.TO 4500| | | | | | | 20*12c/c105 | | | | | | | | | | | | | | | |20*12c/c105| | | | 2No12 H |49.| |0.TO 4500 | | | | | | | | | | | | | | | | | | ||=========================================================================|| | | |___________________________________________________________________________| _______ _______ _______ _______ _______ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |_______| |_______| |_______| |_______| |_______| 
 ACI 318-11 BEAM NO. 106 DESIGN RESULTS ============================================= LEN - 2050. MM FY - 415. FC - 25. MPA, SIZE - 300. X 400. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 49. 2 - 12MM 0. 2050. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 21.43 KN-MET AT 2050.MM, LOAD 610| | REQD STEEL= 221.MM2, RHO=0.0021, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 213. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 18373.0 cm^4 2 354. 2 - 16MM 0. 2050. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 40.37 KN-MET AT 2050.MM, LOAD 605| | REQD STEEL= 353.MM2, RHO=0.0033, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 41./ 209. MMS | | REQD. DEVELOPMENT LENGTH = 480. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 30686.7 cm^4 
 B E A M N O. 106 D E S I G N R E S U L T S - SHEAR STAAD SPACE -- PAGE NO. 105 
 AT START SUPPORT - Vu= 5.97 KNS Vc= 87.48 KNS Vs= 0.00 KNS Tu= 13.72 KN-MET Tc= 3.2 KN-MET Ts= 18.3 KN-MET LOAD 607 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 143. MM C/C FOR 680. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 3.74 SQ.CM. 
 AT END SUPPORT - Vu= 0.69 KNS Vc= 87.48 KNS Vs= 0.00 KNS Tu= 13.72 KN-MET Tc= 3.2 KN-MET Ts= 18.3 KN-MET LOAD 607 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 143. MM C/C FOR 680. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 3.74 SQ.CM. 
 ___ 55J____________________ 2049X 300X 400_____________________ 5J____ | | ||=========================================================================|| | 2No16 H 354.| 0.TO 2050| | | | | | | | | | 6*12c/c143 | | | | | | | 6*12c/c143 | | | 2No12 H 49.| 0.TO 2050| | | | | | | | | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________| 
 ACI 318-11 BEAM NO. 107 DESIGN RESULTS ============================================= LEN - 2050. MM FY - 415. FC - 25. MPA, SIZE - 300. X 400. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 49. 2 - 12MM 0. 2050. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 21.63 KN-MET AT 0.MM, LOAD 609| | REQD STEEL= 223.MM2, RHO=0.0021, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 213. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| STAAD SPACE -- PAGE NO. 106 
 Cracked Moment of Inertia Iz at above location = 18373.0 cm^4 2 354. 2 - 16MM 0. 2050. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 42.94 KN-MET AT 0.MM, LOAD 606| | REQD STEEL= 353.MM2, RHO=0.0033, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 41./ 209. MMS | | REQD. DEVELOPMENT LENGTH = 480. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 30686.7 cm^4 
 B E A M N O. 107 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 7.57 KNS Vc= 85.31 KNS Vs= 0.00 KNS Tu= 0.15 KN-MET Tc= 3.2 KN-MET Ts= 0.0 KN-MET LOAD 500 STIRRUPS ARE NOT REQUIRED. AT END SUPPORT - Vu= 4.11 KNS Vc= 85.80 KNS Vs= 0.00 KNS Tu= 0.15 KN-MET Tc= 3.2 KN-MET Ts= 0.0 KN-MET LOAD 500 STIRRUPS ARE NOT REQUIRED. 
 ___ 56J____________________ 2049X 300X 400_____________________ 6J____ | | ||=========================================================================|| | 2No16 H 354. 0.TO 2050 | | | | 2No12 H 49. 0.TO 2050 | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________| STAAD SPACE -- PAGE NO. 107 
 ACI 318-11 BEAM NO. 108 DESIGN RESULTS ============================================= LEN - 2050. MM FY - 415. FC - 25. MPA, SIZE - 300. X 400. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 49. 3 - 12MM 0. 2050. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 31.03 KN-MET AT 0.MM, LOAD 608| | REQD STEEL= 322.MM2, RHO=0.0031, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 106. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 26089.3 cm^4 2 354. 4 - 16MM 0. 2050. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 90.93 KN-MET AT 2050.MM, LOAD 605| | REQD STEEL= 737.MM2, RHO=0.0069, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 41./ 70. MMS | | REQD. DEVELOPMENT LENGTH = 552. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 53814.1 cm^4 
 B E A M N O. 108 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 12.18 KNS Vc= 116.80 KNS Vs= 0.00 KNS Tu= 16.68 KN-MET Tc= 3.2 KN-MET Ts= 22.2 KN-MET LOAD 607 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 143. MM C/C FOR 680. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 4.54 SQ.CM. 
 AT END SUPPORT - Vu= 28.68 KNS Vc= 85.42 KNS Vs= 0.00 KNS Tu= 16.68 KN-MET Tc= 3.2 KN-MET Ts= 22.2 KN-MET LOAD 607 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 143. MM C/C FOR 680. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 4.54 SQ.CM. 
 STAAD SPACE -- PAGE NO. 108 
 ___ 57J____________________ 2049X 300X 400_____________________ 14J____ | | ||=========================================================================|| | 4No16 H 354.| 0.TO 2050| | | | | | | | | | 6*12c/c143 | | | | | | | 6*12c/c143 | | | 3No12 H 49.| 0.TO 2050| | | | | | | | | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oooo | | oooo | | oooo | | oooo | | oooo | | 4#16 | | 4#16 | | 4#16 | | 4#16 | | 4#16 | | | | | | | | | | | | 3#12 | | 3#12 | | 3#12 | | 3#12 | | 3#12 | | ooo | | ooo | | ooo | | ooo | | ooo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________| 
 ACI 318-11 BEAM NO. 112 DESIGN RESULTS ============================================= LEN - 2050. MM FY - 415. FC - 25. MPA, SIZE - 300. X 400. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 49. 2 - 12MM 0. 2050. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 16.03 KN-MET AT 171.MM, LOAD 606| | REQD STEEL= 164.MM2, RHO=0.0016, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 213. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 18373.0 cm^4 2 354. 2 - 16MM 0. 2050. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 44.09 KN-MET AT 2050.MM, LOAD 605| | REQD STEEL= 353.MM2, RHO=0.0033, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 41./ 209. MMS | | REQD. DEVELOPMENT LENGTH = 480. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 30686.7 cm^4 
 B E A M N O. 112 D E S I G N R E S U L T S - SHEAR STAAD SPACE -- PAGE NO. 109 
 AT START SUPPORT - Vu= 16.69 KNS Vc= 86.83 KNS Vs= 0.00 KNS Tu= 15.60 KN-MET Tc= 3.2 KN-MET Ts= 20.8 KN-MET LOAD 608 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 143. MM C/C FOR 680. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 4.25 SQ.CM. 
 AT END SUPPORT - Vu= 21.97 KNS Vc= 86.83 KNS Vs= 0.00 KNS Tu= 15.60 KN-MET Tc= 3.2 KN-MET Ts= 20.8 KN-MET LOAD 608 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 143. MM C/C FOR 680. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 4.25 SQ.CM. 
 ___ 61J____________________ 2049X 300X 400_____________________ 4J____ | | ||=========================================================================|| | 2No16 H 354.| 0.TO 2050| | | | | | | | | | 6*12c/c143 | | | | | | | 6*12c/c143 | | | 2No12 H 49.| 0.TO 2050| | | | | | | | | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________| 
 ACI 318-11 BEAM NO. 113 DESIGN RESULTS ============================================= LEN - 4500. MM FY - 415. FC - 25. MPA, SIZE - 300. X 400. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 49. 2 - 12MM 0. 4500. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 20.31 KN-MET AT 4500.MM, LOAD 612| | REQD STEEL= 209.MM2, RHO=0.0020, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 213. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| STAAD SPACE -- PAGE NO. 110 
 Cracked Moment of Inertia Iz at above location = 18373.0 cm^4 2 356. 2 - 12MM 0. 1968. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 22.17 KN-MET AT 0.MM, LOAD 608| | REQD STEEL= 225.MM2, RHO=0.0021, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 213. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 18932.3 cm^4 3 356. 3 - 12MM 2345. 4500. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 23.00 KN-MET AT 4500.MM, LOAD 607| | REQD STEEL= 234.MM2, RHO=0.0022, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 106. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 26893.5 cm^4 
 B E A M N O. 113 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 5.24 KNS Vc= 87.36 KNS Vs= 0.00 KNS Tu= 0.15 KN-MET Tc= 3.2 KN-MET Ts= 0.0 KN-MET LOAD 500 STIRRUPS ARE NOT REQUIRED. AT END SUPPORT - Vu= 4.77 KNS Vc= 87.36 KNS Vs= 0.00 KNS Tu= 0.15 KN-MET Tc= 3.2 KN-MET Ts= 0.0 KN-MET LOAD 500 STIRRUPS ARE NOT REQUIRED. 
 ___ 61J____________________ 4500X 300X 400_____________________ 55J____ | | ||================================ ====================================|| | 2No12 H 356. 0.TO 1968 3No12 H 356.2345.TO 4500 | | | | 2No12 H 49. 0.TO 4500 | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | ooo | | ooo | | 2#12 | | 2#12 | | | | 3#12 | | 3#12 | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________| STAAD SPACE -- PAGE NO. 111 
 ACI 318-11 BEAM NO. 114 DESIGN RESULTS ============================================= LEN - 1500. MM FY - 415. FC - 25. MPA, SIZE - 300. X 400. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 49. 3 - 12MM 0. 1500. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 30.26 KN-MET AT 1500.MM, LOAD 612| | REQD STEEL= 314.MM2, RHO=0.0030, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 106. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 26089.3 cm^4 2 354. 2 - 16MM 0. 1500. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 50.06 KN-MET AT 1500.MM, LOAD 607| | REQD STEEL= 392.MM2, RHO=0.0037, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 41./ 209. MMS | | REQD. DEVELOPMENT LENGTH = 480. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 30686.7 cm^4 
 B E A M N O. 114 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 8.27 KNS Vc= 86.68 KNS Vs= 0.00 KNS Tu= 12.73 KN-MET Tc= 3.2 KN-MET Ts= 17.0 KN-MET LOAD 605 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 143. MM C/C FOR 405. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 3.47 SQ.CM. 
 AT END SUPPORT - Vu= 5.25 KNS Vc= 86.68 KNS Vs= 0.00 KNS Tu= 12.73 KN-MET Tc= 3.2 KN-MET Ts= 17.0 KN-MET LOAD 605 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 143. MM C/C FOR 405. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 3.47 SQ.CM. 
 STAAD SPACE -- PAGE NO. 112 
 ___ 55J____________________ 1499X 300X 400_____________________ 56J____ | | ||=========================================================================|| | 2No16 H 354. 0.TO 1500| | | | | | | 4*12c/c143 | | | | 4*12c/c143 | | | 3No12 H |49. 0.TO 1500| | | | | | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | | | | | | | | | 3#12 | | 3#12 | | 3#12 | | 3#12 | | 3#12 | | ooo | | ooo | | ooo | | ooo | | ooo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________| 
 ACI 318-11 BEAM NO. 115 DESIGN RESULTS ============================================= LEN - 3100. MM FY - 415. FC - 25. MPA, SIZE - 300. X 400. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 49. 3 - 12MM 0. 3100. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 31.04 KN-MET AT 3100.MM, LOAD 610| | REQD STEEL= 322.MM2, RHO=0.0031, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 106. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 26089.3 cm^4 2 356. 2 - 12MM 0. 726. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 5.86 KN-MET AT 0.MM, LOAD 610| | REQD STEEL= 59.MM2, RHO=0.0005, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 213. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 18932.3 cm^4 3 354. 2 - 16MM 280. 3100. NO YES STAAD SPACE -- PAGE NO. 113 
 |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 45.13 KN-MET AT 3100.MM, LOAD 605| | REQD STEEL= 353.MM2, RHO=0.0033, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 41./ 209. MMS | | REQD. DEVELOPMENT LENGTH = 480. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 30686.7 cm^4 
 B E A M N O. 115 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 2.30 KNS Vc= 87.64 KNS Vs= 0.00 KNS Tu= 3.49 KN-MET Tc= 3.2 KN-MET Ts= 4.7 KN-MET LOAD 608 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 143. MM C/C FOR 1205. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 0.95 SQ.CM. 
 AT END SUPPORT - Vu= 11.66 KNS Vc= 87.64 KNS Vs= 0.00 KNS Tu= 3.49 KN-MET Tc= 3.2 KN-MET Ts= 4.7 KN-MET LOAD 608 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 143. MM C/C FOR 1205. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 0.95 SQ.CM. 
 ___ 62J____________________ 3100X 300X 400_____________________ 7J____ | | ||=========================================================================|| | 2No122Ho356.|350.TO80726|3100 | | | | | | | | | | | | | 10*12c/c143 | | | | | | | | | | | | 10*12c/c143 | | | 3No12 H |49.| 0.TO 3100| | | | | | | | | | | | | | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | | | | | | | | | 3#12 | | 3#12 | | 3#12 | | 3#12 | | 3#12 | | ooo | | ooo | | ooo | | ooo | | ooo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________| STAAD SPACE -- PAGE NO. 114 
 ACI 318-11 BEAM NO. 116 DESIGN RESULTS ============================================= LEN - 3100. MM FY - 415. FC - 25. MPA, SIZE - 300. X 400. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 49. 2 - 12MM 0. 3100. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 16.72 KN-MET AT 0.MM, LOAD 605| | REQD STEEL= 171.MM2, RHO=0.0016, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 213. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 18373.0 cm^4 2 356. 2 - 12MM 0. 1243. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 7.74 KN-MET AT 0.MM, LOAD 610| | REQD STEEL= 78.MM2, RHO=0.0007, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 213. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 18932.3 cm^4 3 356. 2 - 12MM 1470. 3100. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 13.99 KN-MET AT 3100.MM, LOAD 605| | REQD STEEL= 141.MM2, RHO=0.0013, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 213. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 18932.3 cm^4 
 B E A M N O. 116 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 1.74 KNS Vc= 83.71 KNS Vs= 0.00 KNS Tu= 0.42 KN-MET Tc= 3.2 KN-MET Ts= 0.0 KN-MET LOAD 500 STIRRUPS ARE NOT REQUIRED. AT END SUPPORT - Vu= 4.60 KNS Vc= 88.07 KNS Vs= 0.00 KNS Tu= 0.42 KN-MET Tc= 3.2 KN-MET Ts= 0.0 KN-MET LOAD 500 STIRRUPS ARE NOT REQUIRED. STAAD SPACE -- PAGE NO. 115 
 ___ 63J____________________ 3100X 300X 400_____________________ 8J____ | | ||============================= =======================================|| | 2No12 H 356. 0.TO 1243 2No12 H 356.1470.TO 3100 | | | | 2No12 H 49. 0.TO 3100 | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________| 
 ACI 318-11 BEAM NO. 117 DESIGN RESULTS ============================================= LEN - 4500. MM FY - 415. FC - 25. MPA, SIZE - 300. X 400. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 49. 2 - 12MM 0. 4500. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 13.14 KN-MET AT 0.MM, LOAD 611| | REQD STEEL= 134.MM2, RHO=0.0013, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 213. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 18373.0 cm^4 2 356. 2 - 12MM 0. 1968. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 21.56 KN-MET AT 0.MM, LOAD 608| | REQD STEEL= 219.MM2, RHO=0.0020, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 213. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 18932.3 cm^4 3 356. 2 - 12MM 2720. 4500. NO YES STAAD SPACE -- PAGE NO. 116 
 |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 14.78 KN-MET AT 4500.MM, LOAD 607| | REQD STEEL= 149.MM2, RHO=0.0014, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 213. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 18932.3 cm^4 
 B E A M N O. 117 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 5.57 KNS Vc= 87.50 KNS Vs= 0.00 KNS Tu= 0.44 KN-MET Tc= 3.2 KN-MET Ts= 0.0 KN-MET LOAD 500 STIRRUPS ARE NOT REQUIRED. AT END SUPPORT - Vu= 4.45 KNS Vc= 87.50 KNS Vs= 0.00 KNS Tu= 0.44 KN-MET Tc= 3.2 KN-MET Ts= 0.0 KN-MET LOAD 500 STIRRUPS ARE NOT REQUIRED. 
 ___ 62J____________________ 4500X 300X 400_____________________ 63J____ | | ||================================ ==============================|| | 2No12 H 356. 0.TO 1968 2No12 H 356.2720.TO 4500 | | | | 2No12 H 49. 0.TO 4500 | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________| 
 ACI 318-11 BEAM NO. 118 DESIGN RESULTS ============================================= LEN - 2050. MM FY - 415. FC - 25. MPA, SIZE - 300. X 400. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 49. 4 - 12MM 0. 2050. YES YES STAAD SPACE -- PAGE NO. 117 
 |----------------------------------------------------------------| | CRITICAL POS MOMENT= 51.16 KN-MET AT 0.MM, LOAD 600| | REQD STEEL= 405.MM2, RHO=0.0038, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 71. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 33227.6 cm^4 2 356. 6 - 12MM 0. 2050. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 82.19 KN-MET AT 2050.MM, LOAD 605| | REQD STEEL= 657.MM2, RHO=0.0061, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 43. MMS | | REQD. DEVELOPMENT LENGTH = 508. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 47653.7 cm^4 
 B E A M N O. 118 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 40.27 KNS Vc= 86.13 KNS Vs= 0.00 KNS Tu= 16.54 KN-MET Tc= 3.1 KN-MET Ts= 22.1 KN-MET LOAD 608 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 143. MM C/C FOR 680. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 4.50 SQ.CM. 
 AT END SUPPORT - Vu= 51.27 KNS Vc= 86.13 KNS Vs= 0.00 KNS Tu= 16.54 KN-MET Tc= 3.1 KN-MET Ts= 22.1 KN-MET LOAD 608 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 143. MM C/C FOR 680. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 4.50 SQ.CM. 
 ___ 64J____________________ 2049X 300X 400_____________________ 11J____ | | ||=========================================================================|| | 6No12 H 356.| 0.TO 2050| | | | | | | | | | 6*12c/c143 | | | | | | | 6*12c/c143 | | | 4No12 H 49.| 0.TO 2050| | | | | | | | | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oooooo | | oooooo | | oooooo | | oooooo | | oooooo | | 6#12 | | 6#12 | | 6#12 | | 6#12 | | 6#12 | | | | | | | | | | | | 4#12 | | 4#12 | | 4#12 | | 4#12 | | 4#12 | | oooo | | oooo | | oooo | | oooo | | oooo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________| STAAD SPACE -- PAGE NO. 118 
 ACI 318-11 BEAM NO. 119 DESIGN RESULTS ============================================= LEN - 2050. MM FY - 415. FC - 25. MPA, SIZE - 300. X 400. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 49. 4 - 12MM 0. 2050. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 52.31 KN-MET AT 0.MM, LOAD 600| | REQD STEEL= 415.MM2, RHO=0.0039, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 71. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 33227.6 cm^4 2 354. 3 - 16MM 0. 2050. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 72.38 KN-MET AT 2050.MM, LOAD 605| | REQD STEEL= 578.MM2, RHO=0.0054, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 41./ 104. MMS | | REQD. DEVELOPMENT LENGTH = 480. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 42844.9 cm^4 
 B E A M N O. 119 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 38.81 KNS Vc= 87.10 KNS Vs= 0.00 KNS Tu= 14.33 KN-MET Tc= 3.2 KN-MET Ts= 19.1 KN-MET LOAD 608 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 143. MM C/C FOR 680. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 3.90 SQ.CM. 
 AT END SUPPORT - Vu= 49.81 KNS Vc= 86.99 KNS Vs= 0.00 KNS Tu= 14.33 KN-MET Tc= 3.2 KN-MET Ts= 19.1 KN-MET LOAD 608 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 143. MM C/C FOR 680. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 3.90 SQ.CM. 
 STAAD SPACE -- PAGE NO. 119 
 ___ 65J____________________ 2049X 300X 400_____________________ 20J____ | | ||=========================================================================|| | 3No16 H 354.| 0.TO 2050| | | | | | | | | | 6*12c/c143 | | | | | | | 6*12c/c143 | | | 4No12 H 49.| 0.TO 2050| | | | | | | | | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | ooo | | ooo | | ooo | | ooo | | ooo | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | | | | | | | | | | | 4#12 | | 4#12 | | 4#12 | | 4#12 | | 4#12 | | oooo | | oooo | | oooo | | oooo | | oooo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________| 
 ACI 318-11 BEAM NO. 120 DESIGN RESULTS ============================================= LEN - 2050. MM FY - 415. FC - 25. MPA, SIZE - 200. X 350. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 49. 3 - 12MM 0. 2017. YES NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 31.16 KN-MET AT 0.MM, LOAD 600| | REQD STEEL= 291.MM2, RHO=0.0048, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 56. MMS | | REQD. DEVELOPMENT LENGTH = 383. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 17450.1 cm^4 2 304. 3 - 16MM 0. 2050. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 47.75 KN-MET AT 2050.MM, LOAD 600| | REQD STEEL= 453.MM2, RHO=0.0074, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 41./ 54. MMS | | REQD. DEVELOPMENT LENGTH = 707. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 27936.3 cm^4 
 B E A M N O. 120 D E S I G N R E S U L T S - SHEAR STAAD SPACE -- PAGE NO. 120 
 AT START SUPPORT - Vu= 33.14 KNS Tu= 9.5 KN-MET Vc= 49.5 KNS, ACI 318:CLAUSE 11.6.3.1 LOAD 600 TORSION VALUE TOO HIGH, INCREASE MEMBER SIZE. AT END SUPPORT - Vu= 43.85 KNS Tu= 9.5 KN-MET Vc= 49.5 KNS, ACI 318:CLAUSE 11.6.3.1 LOAD 600 TORSION VALUE TOO HIGH, INCREASE MEMBER SIZE. 
 ___ 66J____________________ 2049X 200X 350_____________________ 29J____ | | ||=========================================================================|| | 3No16 H 304. 0.TO 2050 | | | | 3No12 H 49. 0.TO 2017 | ||========================================================================= | | | |___________________________________________________________________________| _______ _______ _______ _______ _______ | | | | | | | | | | | ooo | | ooo | | ooo | | ooo | | ooo | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | | | | | | | | | | | 3#12 | | 3#12 | | 3#12 | | 3#12 | | | | ooo | | ooo | | ooo | | ooo | | | | | | | | | | | | | |_______| |_______| |_______| |_______| |_______| 
 ACI 318-11 BEAM NO. 121 DESIGN RESULTS ============================================= LEN - 2050. MM FY - 415. FC - 25. MPA, SIZE - 300. X 400. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 49. 3 - 12MM 0. 2050. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 25.78 KN-MET AT 0.MM, LOAD 600| | REQD STEEL= 266.MM2, RHO=0.0025, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 106. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 26089.3 cm^4 2 352. 2 - 20MM 0. 2050. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 77.98 KN-MET AT 2050.MM, LOAD 605| | REQD STEEL= 621.MM2, RHO=0.0058, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 45./ 205. MMS | | REQD. DEVELOPMENT LENGTH = 600. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 44814.0 cm^4 STAAD SPACE -- PAGE NO. 121 
 B E A M N O. 121 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 15.82 KNS Vc= 86.75 KNS Vs= 0.00 KNS Tu= 16.25 KN-MET Tc= 3.2 KN-MET Ts= 21.7 KN-MET LOAD 607 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 143. MM C/C FOR 680. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 4.42 SQ.CM. 
 AT END SUPPORT - Vu= 32.32 KNS Vc= 86.75 KNS Vs= 0.00 KNS Tu= 16.25 KN-MET Tc= 3.2 KN-MET Ts= 21.7 KN-MET LOAD 607 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 143. MM C/C FOR 680. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 4.42 SQ.CM. 
 ___ 67J____________________ 2049X 300X 400_____________________ 23J____ | | ||=========================================================================|| | 2No20 H 352.| 0.TO 2050| | | | | | | | | | 6*12c/c143 | | | | | | | 6*12c/c143 | | | 3No12 H 49.| 0.TO 2050| | | | | | | | | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#20 | | 2#20 | | 2#20 | | 2#20 | | 2#20 | | | | | | | | | | | | 3#12 | | 3#12 | | 3#12 | | 3#12 | | 3#12 | | ooo | | ooo | | ooo | | ooo | | ooo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________| 
 ACI 318-11 BEAM NO. 122 DESIGN RESULTS ============================================= LEN - 2050. MM FY - 415. FC - 25. MPA, SIZE - 200. X 350. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 49. 3 - 12MM 0. 1382. YES NO STAAD SPACE -- PAGE NO. 122 
 |----------------------------------------------------------------| | CRITICAL POS MOMENT= 35.54 KN-MET AT 0.MM, LOAD 600| | REQD STEEL= 336.MM2, RHO=0.0056, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 56. MMS | | REQD. DEVELOPMENT LENGTH = 383. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 17196.9 cm^4 2 302. 3 - 20MM 0. 2050. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 86.40 KN-MET AT 2050.MM, LOAD 600| | REQD STEEL= 894.MM2, RHO=0.0148, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 45./ 52. MMS | | REQD. DEVELOPMENT LENGTH = 1147. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 37981.1 cm^4 
 B E A M N O. 122 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 50.10 KNS Vc= 47.47 KNS Vs= 19.34 KNS Tu= 6.80 KN-MET Tc= 1.3 KN-MET Ts= 9.1 KN-MET LOAD 600 STIRRUPS ARE REQUIRED FOR SHEAR AND TORSION. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 105. MM C/C FOR 730. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 2.77 SQ.CM. 
 AT END SUPPORT - Vu= 68.49 KNS Vc= 47.47 KNS Vs= 43.85 KNS Tu= 6.80 KN-MET Tc= 1.3 KN-MET Ts= 9.1 KN-MET LOAD 600 STIRRUPS ARE REQUIRED FOR SHEAR AND TORSION. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 105. MM C/C FOR 730. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 2.77 SQ.CM. 
 ___ 68J____________________ 2049X 200X 350_____________________ 32J____ | | ||=========================================================================|| | 3No20 H 302.| 0.TO 2050| | | | | | 8*12c/c105 | | | | | | | 8*12c/c105 | | 3No12 H |49.| 0.TO 1382| | | | | ||================================================== | | | |___________________________________________________________________________| _______ _______ _______ _______ _______ | | | | | | | | | | | ooo | | ooo | | ooo | | ooo | | ooo | | 3#20 | | 3#20 | | 3#20 | | 3#20 | | 3#20 | | | | | | | | | | | | 3#12 | | 3#12 | | 3#12 | | | | | | ooo | | ooo | | ooo | | | | | | | | | | | | | | | |_______| |_______| |_______| |_______| |_______| STAAD SPACE -- PAGE NO. 123 
 ACI 318-11 BEAM NO. 123 DESIGN RESULTS ============================================= LEN - 4500. MM FY - 415. FC - 25. MPA, SIZE - 300. X 400. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 49. 5 - 12MM 0. 4500. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 62.71 KN-MET AT 2250.MM, LOAD 600| | REQD STEEL= 501.MM2, RHO=0.0048, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 53. MMS | | REQD. DEVELOPMENT LENGTH = 406. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 39903.1 cm^4 2 356. 3 - 12MM 0. 1218. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 28.82 KN-MET AT 0.MM, LOAD 608| | REQD STEEL= 294.MM2, RHO=0.0027, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 106. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 26893.5 cm^4 3 356. 2 - 12MM 3470. 4500. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 17.26 KN-MET AT 4500.MM, LOAD 607| | REQD STEEL= 175.MM2, RHO=0.0016, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 213. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 18932.3 cm^4 
 B E A M N O. 123 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 54.59 KNS Vc= 86.69 KNS Vs= 0.00 KNS Tu= 1.65 KN-MET Tc= 3.2 KN-MET Ts= 0.0 KN-MET LOAD 600 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 176. MM C/C FOR 1905. MM 
 STAAD SPACE -- PAGE NO. 124 
 AT END SUPPORT - Vu= 47.84 KNS Vc= 86.69 KNS Vs= 0.00 KNS Tu= 1.65 KN-MET Tc= 3.2 KN-MET Ts= 0.0 KN-MET LOAD 600 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 176. MM C/C FOR 1905. MM 
 ___ 64J____________________ 4500X 300X 400_____________________ 57J____ | | ||=================== =================|| | 3No12 H 356.| 0.TO 1218 2No12 H 356.3470.TO 4500 | | 12*12c/c176 | | | | 12*12c/c176 | | | 5No12 H 49.| 0.TO 4500 | | | | | | | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | ooo | | ooo | | | | | | oo | | 3#12 | | 3#12 | | | | | | 2#12 | | | | | | | | | | | | 5#12 | | 5#12 | | 5#12 | | 5#12 | | 5#12 | | ooooo | | ooooo | | ooooo | | ooooo | | ooooo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________| 
 ACI 318-11 BEAM NO. 124 DESIGN RESULTS ============================================= LEN - 900. MM FY - 415. FC - 25. MPA, SIZE - 200. X 350. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 51. 2 - 16MM 0. 900. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 42.25 KN-MET AT 0.MM, LOAD 608| | REQD STEEL= 402.MM2, RHO=0.0067, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 41./ 109. MMS | | REQD. DEVELOPMENT LENGTH = 480. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 19993.1 cm^4 2 306. 3 - 12MM 0. 900. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 34.40 KN-MET AT 900.MM, LOAD 607| | REQD STEEL= 317.MM2, RHO=0.0052, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 56. MMS | | REQD. DEVELOPMENT LENGTH = 383. MMS | |----------------------------------------------------------------| STAAD SPACE -- PAGE NO. 125 
 Cracked Moment of Inertia Iz at above location = 18091.4 cm^4 
 B E A M N O. 124 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 47.33 KNS Vc= 48.49 KNS Vs= 14.61 KNS Tu= 3.59 KN-MET Tc= 1.3 KN-MET Ts= 4.8 KN-MET LOAD 600 STIRRUPS ARE REQUIRED FOR SHEAR AND TORSION. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 105. MM C/C FOR 155. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.46 SQ.CM. 
 AT END SUPPORT - Vu= 49.48 KNS Vc= 48.49 KNS Vs= 17.49 KNS Tu= 3.59 KN-MET Tc= 1.3 KN-MET Ts= 4.8 KN-MET LOAD 600 STIRRUPS ARE REQUIRED FOR SHEAR AND TORSION. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 105. MM C/C FOR 155. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.46 SQ.CM. 
 ___ 13J____________________ 899X 200X 350_____________________ 72J____ | | ||=========================================================================|| | 3No12 H 306. 0.TO 900 | | | | | 3*12c/c105 | | 3*12c/c105 | | | 2No16 H 51. 0.TO 900 | | | | ||=========================================================================|| | | |___________________________________________________________________________| _______ _______ _______ _______ _______ | | | | | | | | | | | ooo | | ooo | | ooo | | ooo | | ooo | | 3#12 | | 3#12 | | 3#12 | | 3#12 | | 3#12 | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |_______| |_______| |_______| |_______| |_______| 
 ACI 318-11 BEAM NO. 125 DESIGN RESULTS ============================================= LEN - 4500. MM FY - 415. FC - 25. MPA, SIZE - 200. X 350. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 49. 4 - 12MM 0. 4500. YES YES STAAD SPACE -- PAGE NO. 126 
 |----------------------------------------------------------------| | CRITICAL POS MOMENT= 42.83 KN-MET AT 2250.MM, LOAD 600| | REQD STEEL= 407.MM2, RHO=0.0068, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 38. MMS | | REQD. DEVELOPMENT LENGTH = 575. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 21922.7 cm^4 2 306. 2 - 12MM 0. 735. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 14.07 KN-MET AT 0.MM, LOAD 600| | REQD STEEL= 167.MM2, RHO=0.0027, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 113. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 12946.8 cm^4 3 306. 2 - 12MM 3953. 4500. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 4.00 KN-MET AT 4500.MM, LOAD 607| | REQD STEEL= 47.MM2, RHO=0.0008, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 113. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 12946.8 cm^4 
 B E A M N O. 125 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 38.24 KNS Vc= 50.10 KNS Vs= 0.89 KNS Tu= 3.13 KN-MET Tc= 1.4 KN-MET Ts= 4.2 KN-MET LOAD 600 STIRRUPS ARE REQUIRED FOR SHEAR AND TORSION. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 105. MM C/C FOR 1955. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.27 SQ.CM. 
 AT END SUPPORT - Vu= 33.70 KNS Vc= 50.10 KNS Vs= 0.00 KNS Tu= 3.13 KN-MET Tc= 1.4 KN-MET Ts= 4.2 KN-MET LOAD 600 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 105. MM C/C FOR 1955. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.27 SQ.CM. 
 STAAD SPACE -- PAGE NO. 127 
 ___ 66J____________________ 4500X 200X 350_____________________ 68J____ | | ||=========== =========|| | 2No12 H 306. 0.TO 735 2No12 H 306.3953.TO|4500 | | 20*12c/c105 20*12c/c105| | | | 4No12 H |49. 0.TO 4500 | | | | | | ||=========================================================================|| | | |___________________________________________________________________________| _______ _______ _______ _______ _______ | | | | | | | | | | | oo | | | | | | | | oo | | 2#12 | | | | | | | | 2#12 | | | | | | | | | | | | 4#12 | | 4#12 | | 4#12 | | 4#12 | | 4#12 | | oooo | | oooo | | oooo | | oooo | | oooo | | | | | | | | | | | |_______| |_______| |_______| |_______| |_______| 
 ACI 318-11 BEAM NO. 126 DESIGN RESULTS ============================================= LEN - 2700. MM FY - 415. FC - 25. MPA, SIZE - 200. X 350. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 51. 2 - 16MM 0. 2700. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 39.03 KN-MET AT 0.MM, LOAD 600| | REQD STEEL= 372.MM2, RHO=0.0062, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 41./ 109. MMS | | REQD. DEVELOPMENT LENGTH = 480. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 19700.8 cm^4 2 306. 3 - 12MM 878. 2700. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 29.61 KN-MET AT 2700.MM, LOAD 605| | REQD STEEL= 271.MM2, RHO=0.0044, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 56. MMS | | REQD. DEVELOPMENT LENGTH = 383. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 18091.4 cm^4 
 B E A M N O. 126 D E S I G N R E S U L T S - SHEAR STAAD SPACE -- PAGE NO. 128 
 AT START SUPPORT - Vu= 16.75 KNS Vc= 48.34 KNS Vs= 0.00 KNS Tu= 6.48 KN-MET Tc= 1.5 KN-MET Ts= 8.6 KN-MET LOAD 600 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 105. MM C/C FOR 1055. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 2.64 SQ.CM. 
 AT END SUPPORT - Vu= 33.59 KNS Vc= 51.26 KNS Vs= 0.00 KNS Tu= 6.48 KN-MET Tc= 1.5 KN-MET Ts= 8.6 KN-MET LOAD 600 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 105. MM C/C FOR 1055. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 2.64 SQ.CM. 
 ___ 70J____________________ 2700X 200X 350_____________________ 38J____ | | | ===================================================|| | 3No12 H|306. 878.TO|2700 | | | | | | | | | | | 12*12c/c105 | | | | | | | | | | | 12*12c/c105 | | | 2No16 H 51. 0.TO 2700| | | | | | | | | | | | | | | | | ||=========================================================================|| | | |___________________________________________________________________________| _______ _______ _______ _______ _______ | | | | | | | | | | | | | | | ooo | | ooo | | ooo | | | | | | 3#12 | | 3#12 | | 3#12 | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |_______| |_______| |_______| |_______| |_______| 
 ACI 318-11 BEAM NO. 127 DESIGN RESULTS ============================================= LEN - 2700. MM FY - 415. FC - 25. MPA, SIZE - 200. X 350. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 49. 4 - 12MM 0. 2700. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 42.51 KN-MET AT 0.MM, LOAD 600| | REQD STEEL= 404.MM2, RHO=0.0067, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 38. MMS | | REQD. DEVELOPMENT LENGTH = 575. MMS | |----------------------------------------------------------------| STAAD SPACE -- PAGE NO. 129 
 Cracked Moment of Inertia Iz at above location = 21922.7 cm^4 2 306. 3 - 12MM 878. 2700. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 33.84 KN-MET AT 2700.MM, LOAD 600| | REQD STEEL= 311.MM2, RHO=0.0051, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 56. MMS | | REQD. DEVELOPMENT LENGTH = 383. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 18091.4 cm^4 
 B E A M N O. 127 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 19.85 KNS Vc= 48.84 KNS Vs= 0.00 KNS Tu= 3.59 KN-MET Tc= 1.5 KN-MET Ts= 4.8 KN-MET LOAD 600 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 105. MM C/C FOR 1055. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.46 SQ.CM. 
 AT END SUPPORT - Vu= 36.70 KNS Vc= 51.32 KNS Vs= 0.00 KNS Tu= 3.59 KN-MET Tc= 1.5 KN-MET Ts= 4.8 KN-MET LOAD 600 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 105. MM C/C FOR 1055. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.46 SQ.CM. 
 ___ 71J____________________ 2700X 200X 350_____________________ 41J____ | | | ===================================================|| | 3No12 H|306. 878.TO|2700 | | | | | | | | | | | 12*12c/c105 | | | | | | | | | | | 12*12c/c105 | | | 4No12 H 49. 0.TO 2700| | | | | | | | | | | | | | | | | ||=========================================================================|| | | |___________________________________________________________________________| _______ _______ _______ _______ _______ | | | | | | | | | | | | | | | ooo | | ooo | | ooo | | | | | | 3#12 | | 3#12 | | 3#12 | | | | | | | | | | | | 4#12 | | 4#12 | | 4#12 | | 4#12 | | 4#12 | | oooo | | oooo | | oooo | | oooo | | oooo | | | | | | | | | | | |_______| |_______| |_______| |_______| |_______| STAAD SPACE -- PAGE NO. 130 
 ACI 318-11 BEAM NO. 128 DESIGN RESULTS ============================================= LEN - 4500. MM FY - 415. FC - 25. MPA, SIZE - 200. X 350. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 51. 2 - 16MM 0. 4500. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 38.08 KN-MET AT 2250.MM, LOAD 600| | REQD STEEL= 362.MM2, RHO=0.0060, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 41./ 109. MMS | | REQD. DEVELOPMENT LENGTH = 480. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 19700.8 cm^4 2 306. 2 - 12MM 0. 735. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 9.77 KN-MET AT 0.MM, LOAD 600| | REQD STEEL= 115.MM2, RHO=0.0019, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 113. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 12946.8 cm^4 3 306. 2 - 12MM 3578. 4500. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 9.35 KN-MET AT 4500.MM, LOAD 600| | REQD STEEL= 110.MM2, RHO=0.0018, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 113. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 12946.8 cm^4 
 B E A M N O. 128 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 33.54 KNS Vc= 49.81 KNS Vs= 0.00 KNS Tu= 1.79 KN-MET Tc= 1.4 KN-MET Ts= 2.4 KN-MET LOAD 600 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 105. MM C/C FOR 1955. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 0.73 SQ.CM. 
 STAAD SPACE -- PAGE NO. 131 
 AT END SUPPORT - Vu= 33.35 KNS Vc= 49.81 KNS Vs= 0.00 KNS Tu= 1.79 KN-MET Tc= 1.4 KN-MET Ts= 2.4 KN-MET LOAD 600 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 105. MM C/C FOR 1955. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 0.73 SQ.CM. 
 ___ 70J____________________ 4500X 200X 350_____________________ 71J____ | | ||=========== ===============|| | 2No12 H 306. 0.TO 735 2No12 H 306.3578.TO|4500 | | 20*12c/c105 |20*12c/c105| | | | 2No16 H |51. 0.TO 4500 | | | | | | | | | ||=========================================================================|| | | |___________________________________________________________________________| _______ _______ _______ _______ _______ | | | | | | | | | | | oo | | | | | | | | oo | | 2#12 | | | | | | | | 2#12 | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |_______| |_______| |_______| |_______| |_______| 
 ACI 318-11 BEAM NO. 130 DESIGN RESULTS ============================================= LEN - 4600. MM FY - 415. FC - 25. MPA, SIZE - 200. X 350. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 49. 2 - 12MM 0. 4600. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 15.73 KN-MET AT 2683.MM, LOAD 606| | REQD STEEL= 190.MM2, RHO=0.0032, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 113. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 12494.8 cm^4 2 306. 2 - 12MM 0. 1126. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 8.12 KN-MET AT 0.MM, LOAD 606| | REQD STEEL= 96.MM2, RHO=0.0016, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 113. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| STAAD SPACE -- PAGE NO. 132 
 Cracked Moment of Inertia Iz at above location = 12946.8 cm^4 3 306. 3 - 12MM 1749. 4600. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 32.35 KN-MET AT 4600.MM, LOAD 605| | REQD STEEL= 297.MM2, RHO=0.0048, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 56. MMS | | REQD. DEVELOPMENT LENGTH = 383. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 18091.4 cm^4 
 B E A M N O. 130 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 5.70 KNS Vc= 49.89 KNS Vs= 0.00 KNS Tu= 0.34 KN-MET Tc= 1.4 KN-MET Ts= 0.0 KN-MET LOAD 500 STIRRUPS ARE NOT REQUIRED. AT END SUPPORT - Vu= 24.06 KNS Vc= 49.55 KNS Vs= 0.00 KNS Tu= 0.82 KN-MET Tc= 1.4 KN-MET Ts= 0.0 KN-MET LOAD 600 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 151. MM C/C FOR 2005. MM 
 ___ 26J____________________ 4600X 200X 350_____________________ 27J____ | | ||================= ===============================================|| | 2No12 H 306. 0.TO 1126 3No12 H 306.1749.TO|4600 | | | | | | | | | | | | | | | |15*12c/c151| | | 2No12 H 49. 0.TO 4600 | | | | | | | | | | | | ||=========================================================================|| | | |___________________________________________________________________________| _______ _______ _______ _______ _______ | | | | | | | | | | | oo | | | | ooo | | ooo | | ooo | | 2#12 | | | | 3#12 | | 3#12 | | 3#12 | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |_______| |_______| |_______| |_______| |_______| STAAD SPACE -- PAGE NO. 133 
 ACI 318-11 BEAM NO. 132 DESIGN RESULTS ============================================= LEN - 4600. MM FY - 415. FC - 25. MPA, SIZE - 200. X 350. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 49. 2 - 12MM 0. 4600. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 19.38 KN-MET AT 3067.MM, LOAD 606| | REQD STEEL= 200.MM2, RHO=0.0033, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 113. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 12494.8 cm^4 2 306. 2 - 12MM 0. 1126. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 12.22 KN-MET AT 0.MM, LOAD 606| | REQD STEEL= 145.MM2, RHO=0.0024, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 113. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 12946.8 cm^4 3 304. 2 - 16MM 1628. 4600. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 38.48 KN-MET AT 4600.MM, LOAD 605| | REQD STEEL= 359.MM2, RHO=0.0059, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 41./ 109. MMS | | REQD. DEVELOPMENT LENGTH = 480. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 20435.2 cm^4 
 B E A M N O. 132 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 14.45 KNS Vc= 49.98 KNS Vs= 0.00 KNS Tu= 2.13 KN-MET Tc= 1.4 KN-MET Ts= 2.8 KN-MET LOAD 608 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 105. MM C/C FOR 2005. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 0.87 SQ.CM. 
 STAAD SPACE -- PAGE NO. 134 
 AT END SUPPORT - Vu= 12.58 KNS Vc= 52.50 KNS Vs= 0.00 KNS Tu= 2.13 KN-MET Tc= 1.4 KN-MET Ts= 2.8 KN-MET LOAD 608 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 105. MM C/C FOR 2005. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 0.87 SQ.CM. 
 ___ 17J____________________ 4600X 200X 350_____________________ 18J____ | | ||================= =================================================|| | 2No12 H 306.| |0.TO 1126|2No16|H|304.1628.TO|4600 | | | | | | | | | | | | | | 21*12c/c105 | | | | | | | | | | | | | | | | | | | | |21*12c/c105| | | | 2No12 H |49.| |0.TO 4600| | | | | | | | | | | | | | | | | | | | | | | | | | ||=========================================================================|| | | |___________________________________________________________________________| _______ _______ _______ _______ _______ | | | | | | | | | | | oo | | | | oo | | oo | | oo | | 2#12 | | | | 2#16 | | 2#16 | | 2#16 | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |_______| |_______| |_______| |_______| |_______| 
 ACI 318-11 BEAM NO. 133 DESIGN RESULTS ============================================= LEN - 4500. MM FY - 415. FC - 25. MPA, SIZE - 300. X 400. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 49. 5 - 12MM 0. 4500. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 61.93 KN-MET AT 2250.MM, LOAD 600| | REQD STEEL= 495.MM2, RHO=0.0047, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 53. MMS | | REQD. DEVELOPMENT LENGTH = 406. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 39903.1 cm^4 2 356. 3 - 12MM 0. 1218. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 26.78 KN-MET AT 0.MM, LOAD 608| | REQD STEEL= 273.MM2, RHO=0.0026, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 106. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| STAAD SPACE -- PAGE NO. 135 
 Cracked Moment of Inertia Iz at above location = 26893.5 cm^4 3 356. 2 - 12MM 3470. 4500. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 12.72 KN-MET AT 4500.MM, LOAD 607| | REQD STEEL= 128.MM2, RHO=0.0012, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 213. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 18932.3 cm^4 
 B E A M N O. 133 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 41.89 KNS Vc= 87.65 KNS Vs= 0.00 KNS Tu= 1.54 KN-MET Tc= 3.2 KN-MET Ts= 0.0 KN-MET LOAD 608 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 176. MM C/C FOR 1905. MM 
 AT END SUPPORT - Vu= 46.97 KNS Vc= 93.97 KNS Vs= 0.00 KNS Tu= 1.17 KN-MET Tc= 3.2 KN-MET Ts= 0.0 KN-MET LOAD 600 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 176. MM C/C FOR 1905. MM 
 ___ 65J____________________ 4500X 300X 400_____________________ 67J____ | | ||=================== =================|| | 3No12 H 356.| 0.TO 1218 2No12 H 356.3470.TO 4500 | | 12*12c/c176 | | | | 12*12c/c176 | | | 5No12 H 49.| 0.TO 4500 | | | | | | | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | ooo | | ooo | | | | | | oo | | 3#12 | | 3#12 | | | | | | 2#12 | | | | | | | | | | | | 5#12 | | 5#12 | | 5#12 | | 5#12 | | 5#12 | | ooooo | | ooooo | | ooooo | | ooooo | | ooooo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________| STAAD SPACE -- PAGE NO. 136 
 ACI 318-11 BEAM NO. 134 DESIGN RESULTS ============================================= LEN - 600. MM FY - 415. FC - 25. MPA, SIZE - 200. X 350. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 49. 3 - 12MM 0. 600. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 27.84 KN-MET AT 0.MM, LOAD 612| | REQD STEEL= 258.MM2, RHO=0.0043, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 56. MMS | | REQD. DEVELOPMENT LENGTH = 383. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 17450.1 cm^4 2 302. 3 - 20MM 0. 600. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 69.01 KN-MET AT 600.MM, LOAD 607| | REQD STEEL= 688.MM2, RHO=0.0114, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 45./ 52. MMS | | REQD. DEVELOPMENT LENGTH = 1147. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 37981.1 cm^4 
 B E A M N O. 134 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 35.65 KNS Tu= 13.7 KN-MET Vc= 49.6 KNS, ACI 318:CLAUSE 11.6.3.1 LOAD 605 TORSION VALUE TOO HIGH, INCREASE MEMBER SIZE. AT END SUPPORT - Vu= 35.67 KNS Tu= 13.7 KN-MET Vc= 49.6 KNS, ACI 318:CLAUSE 11.6.3.1 LOAD 605 TORSION VALUE TOO HIGH, INCREASE MEMBER SIZE. STAAD SPACE -- PAGE NO. 137 
 ___ 72J____________________ 600X 200X 350_____________________ 69J____ | | ||=========================================================================|| | 3No20 H 302. 0.TO 600 | | | | 3No12 H 49. 0.TO 600 | ||=========================================================================|| | | |___________________________________________________________________________| _______ _______ _______ _______ _______ | | | | | | | | | | | ooo | | ooo | | ooo | | ooo | | ooo | | 3#20 | | 3#20 | | 3#20 | | 3#20 | | 3#20 | | | | | | | | | | | | 3#12 | | 3#12 | | 3#12 | | 3#12 | | 3#12 | | ooo | | ooo | | ooo | | ooo | | ooo | | | | | | | | | | | |_______| |_______| |_______| |_______| |_______| 
 ACI 318-11 BEAM NO. 135 DESIGN RESULTS ============================================= LEN - 2050. MM FY - 415. FC - 25. MPA, SIZE - 200. X 350. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 49. 2 - 12MM 0. 2050. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 17.22 KN-MET AT 0.MM, LOAD 609| | REQD STEEL= 200.MM2, RHO=0.0033, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 113. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 12494.8 cm^4 2 304. 2 - 16MM 0. 2050. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 38.34 KN-MET AT 0.MM, LOAD 606| | REQD STEEL= 358.MM2, RHO=0.0059, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 41./ 109. MMS | | REQD. DEVELOPMENT LENGTH = 480. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 20435.2 cm^4 
 B E A M N O. 135 D E S I G N R E S U L T S - SHEAR STAAD SPACE -- PAGE NO. 138 
 AT START SUPPORT - Vu= 4.50 KNS Vc= 48.34 KNS Vs= 0.00 KNS Tu= 5.88 KN-MET Tc= 1.4 KN-MET Ts= 7.8 KN-MET LOAD 608 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 105. MM C/C FOR 730. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 2.40 SQ.CM. 
 AT END SUPPORT - Vu= 4.36 KNS Vc= 48.33 KNS Vs= 0.00 KNS Tu= 5.88 KN-MET Tc= 1.4 KN-MET Ts= 7.8 KN-MET LOAD 608 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 105. MM C/C FOR 730. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 2.40 SQ.CM. 
 ___ 73J____________________ 2049X 200X 350_____________________ 17J____ | | ||=========================================================================|| | 2No16 H 304.| 0.TO 2050| | | | | | | | | | | | 8*12c/c105 | | | | | | | | | 8*12c/c105 | | | 2No12 H |49.| 0.TO 2050| | | | | | | | | | | ||=========================================================================|| | | |___________________________________________________________________________| _______ _______ _______ _______ _______ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |_______| |_______| |_______| |_______| |_______| 
 ACI 318-11 BEAM NO. 136 DESIGN RESULTS ============================================= LEN - 900. MM FY - 415. FC - 25. MPA, SIZE - 300. X 400. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 49. 3 - 12MM 0. 900. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 26.70 KN-MET AT 900.MM, LOAD 612| | REQD STEEL= 276.MM2, RHO=0.0026, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 106. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| STAAD SPACE -- PAGE NO. 139 
 Cracked Moment of Inertia Iz at above location = 26089.3 cm^4 2 354. 2 - 16MM 0. 900. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 49.98 KN-MET AT 900.MM, LOAD 607| | REQD STEEL= 392.MM2, RHO=0.0037, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 41./ 209. MMS | | REQD. DEVELOPMENT LENGTH = 480. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 30686.7 cm^4 
 B E A M N O. 136 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 12.88 KNS Vc= 86.14 KNS Vs= 0.00 KNS Tu= 18.16 KN-MET Tc= 3.1 KN-MET Ts= 24.2 KN-MET LOAD 605 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 143. MM C/C FOR 105. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 4.95 SQ.CM. 
 AT END SUPPORT - Vu= 14.84 KNS Vc= 86.14 KNS Vs= 0.00 KNS Tu= 18.16 KN-MET Tc= 3.1 KN-MET Ts= 24.2 KN-MET LOAD 605 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 143. MM C/C FOR 105. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 4.95 SQ.CM. 
 ___ 57J____________________ 899X 300X 400_____________________ 74J____ | | ||=========================================================================|| | 2No16 H 354. | 0.TO 900 | | | | 2*12c/c143 | 2*12c/c143 | | | 3No12 H 49. | 0.TO 900 | | | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | | | | | | | | | 3#12 | | 3#12 | | 3#12 | | 3#12 | | 3#12 | | ooo | | ooo | | ooo | | ooo | | ooo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________| STAAD SPACE -- PAGE NO. 140 
 ACI 318-11 BEAM NO. 137 DESIGN RESULTS ============================================= LEN - 600. MM FY - 415. FC - 25. MPA, SIZE - 300. X 400. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 49. 3 - 12MM 0. 600. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 26.12 KN-MET AT 500.MM, LOAD 612| | REQD STEEL= 270.MM2, RHO=0.0026, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 106. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 26089.3 cm^4 2 354. 4 - 16MM 0. 600. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 93.18 KN-MET AT 600.MM, LOAD 607| | REQD STEEL= 757.MM2, RHO=0.0071, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 41./ 70. MMS | | REQD. DEVELOPMENT LENGTH = 552. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 53814.1 cm^4 
 B E A M N O. 137 D E S I G N R E S U L T S - SHEAR 
 ** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 137 IS BEYOND THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT PERFORMED. ** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 137 IS BEYOND THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT PERFORMED. STAAD SPACE -- PAGE NO. 141 
 ___ 74J____________________ 600X 300X 400_____________________ 73J____ | | ||=========================================================================|| | 4No16 H 354. 0.TO 600 | | | | 3No12 H 49. 0.TO 600 | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oooo | | oooo | | oooo | | oooo | | oooo | | 4#16 | | 4#16 | | 4#16 | | 4#16 | | 4#16 | | | | | | | | | | | | 3#12 | | 3#12 | | 3#12 | | 3#12 | | 3#12 | | ooo | | ooo | | ooo | | ooo | | ooo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________| 
 ACI 318-11 BEAM NO. 138 DESIGN RESULTS ============================================= LEN - 3350. MM FY - 415. FC - 25. MPA, SIZE - 300. X 400. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 49. 3 - 12MM 0. 3350. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 22.19 KN-MET AT 3350.MM, LOAD 606| | REQD STEEL= 229.MM2, RHO=0.0022, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 106. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 26089.3 cm^4 2 356. 2 - 12MM 0. 1305. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 16.63 KN-MET AT 0.MM, LOAD 606| | REQD STEEL= 168.MM2, RHO=0.0016, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 213. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 18932.3 cm^4 3 356. 2 - 12MM 1347. 3350. NO YES STAAD SPACE -- PAGE NO. 142 
 |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 20.38 KN-MET AT 3350.MM, LOAD 609| | REQD STEEL= 207.MM2, RHO=0.0019, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 213. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 18932.3 cm^4 
 B E A M N O. 138 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 5.34 KNS Vc= 87.45 KNS Vs= 0.00 KNS Tu= 0.52 KN-MET Tc= 3.2 KN-MET Ts= 0.0 KN-MET LOAD 500 STIRRUPS ARE NOT REQUIRED. AT END SUPPORT - Vu= 5.14 KNS Vc= 87.45 KNS Vs= 0.00 KNS Tu= 0.52 KN-MET Tc= 3.2 KN-MET Ts= 0.0 KN-MET LOAD 500 STIRRUPS ARE NOT REQUIRED. 
 ___ 72J____________________ 3350X 300X 400_____________________ 74J____ | | ||=========================================================================|| | 2No12 H 356. 0.TO 1305 2No12 H 356.1347.TO 3350 | | | | 3No12 H 49. 0.TO 3350 | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | 3#12 | | 3#12 | | 3#12 | | 3#12 | | 3#12 | | ooo | | ooo | | ooo | | ooo | | ooo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________| 
 ACI 318-11 BEAM NO. 139 DESIGN RESULTS ============================================= LEN - 900. MM FY - 415. FC - 25. MPA, SIZE - 300. X 400. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 49. 3 - 12MM 0. 900. YES YES STAAD SPACE -- PAGE NO. 143 
 |----------------------------------------------------------------| | CRITICAL POS MOMENT= 22.67 KN-MET AT 0.MM, LOAD 608| | REQD STEEL= 234.MM2, RHO=0.0022, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 106. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 26089.3 cm^4 2 354. 2 - 16MM 0. 900. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 37.47 KN-MET AT 900.MM, LOAD 607| | REQD STEEL= 353.MM2, RHO=0.0033, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 41./ 209. MMS | | REQD. DEVELOPMENT LENGTH = 480. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 30686.7 cm^4 
 B E A M N O. 139 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 18.00 KNS Vc= 154.89 KNS Vs= 0.00 KNS Tu= 14.75 KN-MET Tc= 3.3 KN-MET Ts= 19.7 KN-MET LOAD 605 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 143. MM C/C FOR 105. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 4.02 SQ.CM. 
 AT END SUPPORT - Vu= 19.96 KNS Vc= 94.35 KNS Vs= 0.00 KNS Tu= 14.75 KN-MET Tc= 3.3 KN-MET Ts= 19.7 KN-MET LOAD 605 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 143. MM C/C FOR 105. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 4.02 SQ.CM. 
 ___ 67J____________________ 899X 300X 400_____________________ 75J____ | | ||=========================================================================|| | 2No16 H 354. | 0.TO 900 | | | | 2*12c/c143 | 2*12c/c143 | | | 3No12 H 49. | 0.TO 900 | | | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | 2#16 | | | | | | | | | | | | 3#12 | | 3#12 | | 3#12 | | 3#12 | | 3#12 | | ooo | | ooo | | ooo | | ooo | | ooo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________| STAAD SPACE -- PAGE NO. 144 
 ACI 318-11 BEAM NO. 140 DESIGN RESULTS ============================================= LEN - 2050. MM FY - 415. FC - 25. MPA, SIZE - 200. X 350. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 49. 2 - 12MM 0. 2050. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 9.19 KN-MET AT 0.MM, LOAD 609| | REQD STEEL= 110.MM2, RHO=0.0018, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 113. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 12494.8 cm^4 2 306. 3 - 12MM 0. 2050. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 34.22 KN-MET AT 0.MM, LOAD 606| | REQD STEEL= 315.MM2, RHO=0.0051, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 56. MMS | | REQD. DEVELOPMENT LENGTH = 383. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 18091.4 cm^4 
 B E A M N O. 140 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 7.85 KNS Vc= 50.05 KNS Vs= 0.00 KNS Tu= 5.10 KN-MET Tc= 1.4 KN-MET Ts= 6.8 KN-MET LOAD 608 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 105. MM C/C FOR 730. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 2.08 SQ.CM. 
 AT END SUPPORT - Vu= 1.01 KNS Vc= 50.05 KNS Vs= 0.00 KNS Tu= 5.10 KN-MET Tc= 1.4 KN-MET Ts= 6.8 KN-MET LOAD 608 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 105. MM C/C FOR 730. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 2.08 SQ.CM. 
 STAAD SPACE -- PAGE NO. 145 
 ___ 76J____________________ 2049X 200X 350_____________________ 26J____ | | ||=========================================================================|| | 3No12 H 306.| 0.TO 2050| | | | | | | | | | | | 8*12c/c105 | | | | | | | | | 8*12c/c105 | | | 2No12 H |49.| 0.TO 2050| | | | | | | | | | | ||=========================================================================|| | | |___________________________________________________________________________| _______ _______ _______ _______ _______ | | | | | | | | | | | ooo | | ooo | | ooo | | ooo | | ooo | | 3#12 | | 3#12 | | 3#12 | | 3#12 | | 3#12 | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |_______| |_______| |_______| |_______| |_______| 
 ACI 318-11 BEAM NO. 141 DESIGN RESULTS ============================================= LEN - 600. MM FY - 415. FC - 25. MPA, SIZE - 300. X 400. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 49. 2 - 12MM 0. 600. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 16.66 KN-MET AT 0.MM, LOAD 612| | REQD STEEL= 171.MM2, RHO=0.0016, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 213. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 18373.0 cm^4 2 354. 3 - 16MM 0. 600. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 73.54 KN-MET AT 600.MM, LOAD 607| | REQD STEEL= 587.MM2, RHO=0.0055, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 41./ 104. MMS | | REQD. DEVELOPMENT LENGTH = 480. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 42844.9 cm^4 
 B E A M N O. 141 D E S I G N R E S U L T S - SHEAR STAAD SPACE -- PAGE NO. 146 
 ** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 141 IS BEYOND THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT PERFORMED. ** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 141 IS BEYOND THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT PERFORMED. 
 ___ 75J____________________ 600X 300X 400_____________________ 76J____ | | ||=========================================================================|| | 3No16 H 354. 0.TO 600 | | | | 2No12 H 49. 0.TO 600 | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | ooo | | ooo | | ooo | | ooo | | ooo | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________| 
 ACI 318-11 BEAM NO. 142 DESIGN RESULTS ============================================= LEN - 600. MM FY - 415. FC - 25. MPA, SIZE - 200. X 350. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 49. 2 - 12MM 0. 600. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 20.10 KN-MET AT 0.MM, LOAD 612| | REQD STEEL= 200.MM2, RHO=0.0033, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 113. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 12494.8 cm^4 2 302. 3 - 20MM 0. 600. YES YES STAAD SPACE -- PAGE NO. 147 
 |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 65.94 KN-MET AT 600.MM, LOAD 607| | REQD STEEL= 653.MM2, RHO=0.0108, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 45./ 52. MMS | | REQD. DEVELOPMENT LENGTH = 1147. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 37981.1 cm^4 
 B E A M N O. 142 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 55.12 KNS Tu= 17.6 KN-MET Vc= 47.1 KNS, ACI 318:CLAUSE 11.6.3.1 LOAD 606 TORSION VALUE TOO HIGH, INCREASE MEMBER SIZE. AT END SUPPORT - Vu= 55.15 KNS Tu= 17.6 KN-MET Vc= 47.1 KNS, ACI 318:CLAUSE 11.6.3.1 LOAD 606 TORSION VALUE TOO HIGH, INCREASE MEMBER SIZE. 
 ___ 77J____________________ 600X 200X 350_____________________ 25J____ | | ||=========================================================================|| | 3No20 H 302. 0.TO 600 | | | | 2No12 H 49. 0.TO 600 | ||=========================================================================|| | | |___________________________________________________________________________| _______ _______ _______ _______ _______ | | | | | | | | | | | ooo | | ooo | | ooo | | ooo | | ooo | | 3#20 | | 3#20 | | 3#20 | | 3#20 | | 3#20 | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |_______| |_______| |_______| |_______| |_______| 
 ACI 318-11 BEAM NO. 143 DESIGN RESULTS ============================================= LEN - 3350. MM FY - 415. FC - 25. MPA, SIZE - 300. X 400. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 49. 2 - 12MM 0. 3350. YES YES STAAD SPACE -- PAGE NO. 148 
 |----------------------------------------------------------------| | CRITICAL POS MOMENT= 17.70 KN-MET AT 3071.MM, LOAD 606| | REQD STEEL= 182.MM2, RHO=0.0017, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 213. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 18373.0 cm^4 2 356. 2 - 12MM 0. 1305. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 14.25 KN-MET AT 0.MM, LOAD 606| | REQD STEEL= 144.MM2, RHO=0.0013, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 213. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 18932.3 cm^4 3 356. 2 - 12MM 1626. 3350. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 15.40 KN-MET AT 3350.MM, LOAD 609| | REQD STEEL= 156.MM2, RHO=0.0015, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 213. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 18932.3 cm^4 
 B E A M N O. 143 D E S I G N R E S U L T S - SHEAR 
 AT START SUPPORT - Vu= 5.57 KNS Vc= 88.26 KNS Vs= 0.00 KNS Tu= 0.41 KN-MET Tc= 3.2 KN-MET Ts= 0.0 KN-MET LOAD 500 STIRRUPS ARE NOT REQUIRED. AT END SUPPORT - Vu= 4.91 KNS Vc= 85.86 KNS Vs= 0.00 KNS Tu= 0.41 KN-MET Tc= 3.2 KN-MET Ts= 0.0 KN-MET LOAD 500 STIRRUPS ARE NOT REQUIRED. STAAD SPACE -- PAGE NO. 149 
 ___ 77J____________________ 3350X 300X 400_____________________ 75J____ | | ||============================ =======================================|| | 2No12 H 356. 0.TO 1305 2No12 H 356.1626.TO 3350 | | | | 2No12 H 49. 0.TO 3350 | ||=========================================================================|| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | oo | | oo | | oo | | oo | | oo | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________| 
 ACI 318-11 BEAM NO. 146 DESIGN RESULTS ============================================= LEN - 2050. MM FY - 415. FC - 25. MPA, SIZE - 200. X 350. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________ 
 1 49. 2 - 12MM 211. 2050. NO YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 11.28 KN-MET AT 2050.MM, LOAD 607| | REQD STEEL= 136.MM2, RHO=0.0023, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 113. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 12494.8 cm^4 2 306. 2 - 12MM 0. 2050. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 24.66 KN-MET AT 0.MM, LOAD 600| | REQD STEEL= 223.MM2, RHO=0.0036, RHOMX=0.0193 RHOMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 273./ 37./ 113. MMS | | REQD. DEVELOPMENT LENGTH = 360. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 12946.8 cm^4 
 B E A M N O. 146 D E S I G N R E S U L T S - SHEAR STAAD SPACE -- PAGE NO. 150 
 AT START SUPPORT - Vu= 8.85 KNS Vc= 48.48 KNS Vs= 0.00 KNS Tu= 3.90 KN-MET Tc= 1.4 KN-MET Ts= 5.2 KN-MET LOAD 608 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 105. MM C/C FOR 730. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.59 SQ.CM. 
 AT END SUPPORT - Vu= 1.05 KNS Vc= 48.99 KNS Vs= 0.00 KNS Tu= 3.90 KN-MET Tc= 1.4 KN-MET Ts= 5.2 KN-MET LOAD 608 STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 12 MM 2-LEGGED STIRRUPS AT 105. MM C/C FOR 730. MM ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.59 SQ.CM. 
 ___ 78J____________________ 2049X 200X 350_____________________ 35J____ | | ||=========================================================================|| | 2No12 H 306.| 0.TO 2050| | | | | | | | | | | | 8*12c/c105 | | | | | | | | | 8*12c/c105 | | | 2No12 H 49. 211.TO 2050 | | | | | | | | | | ====================================================================|| | | |___________________________________________________________________________| _______ _______ _______ _______ _______ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | oo | | oo | | oo | | oo | | | | | | | | | | | |_______| |_______| |_______| |_______| |_______| ********************END OF BEAM DESIGN************************** 504. DESIGN COLUMN 69 99 110 111 144 145 147 148 153 154 61 TO 64 68 73 TO 80 - 505. 85 TO 87 97 100 101 103 149 TO 152 STAAD SPACE -- PAGE NO. 151 
 ACI 318-11 COLUMN NO. 69 DESIGN RESULTS =============================================== 
 FY - 415.0 FC - 25.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 900.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 8 - 12 MM 1.005 500 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2268.75 1815.00 857.23 103.67 120.9 M0 P-tens. Des.Pn Des.Mn e/h 47.74 -375.48 163.72 0.07 0.00028 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2268.75 1815.00 857.23 103.67 120.9 M0 P-tens. Des.Pn Des.Mn e/h 47.74 -375.48 163.72 4.29 0.01690 -------------------------------------------------------- 
 ACI 318-11 COLUMN NO. 99 DESIGN RESULTS =============================================== 
 FY - 415.0 FC - 25.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 900.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 8 - 12 MM 1.005 500 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) STAAD SPACE -- PAGE NO. 152 
 -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2268.75 1815.00 857.23 103.67 120.9 M0 P-tens. Des.Pn Des.Mn e/h 47.74 -375.48 179.22 0.21 0.00078 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2268.75 1815.00 857.23 103.67 120.9 M0 P-tens. Des.Pn Des.Mn e/h 47.74 -375.48 179.22 2.93 0.01090 -------------------------------------------------------- 
 ACI 318-11 COLUMN NO. 110 DESIGN RESULTS =============================================== 
 FY - 415.0 FC - 25.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 900.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 8 - 12 MM 1.005 500 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2268.75 1815.00 857.23 103.67 120.9 M0 P-tens. Des.Pn Des.Mn e/h 47.74 -375.48 174.78 5.18 0.01977 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2268.75 1815.00 857.23 103.67 120.9 M0 P-tens. Des.Pn Des.Mn e/h 47.74 -375.48 174.78 4.69 0.01789 -------------------------------------------------------- 
 ACI 318-11 COLUMN NO. 111 DESIGN RESULTS =============================================== 
 STAAD SPACE -- PAGE NO. 153 
 FY - 415.0 FC - 25.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 900.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 8 - 12 MM 1.005 500 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2268.75 1815.00 857.23 103.67 120.9 M0 P-tens. Des.Pn Des.Mn e/h 47.74 -375.48 146.77 0.98 0.00431 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2268.75 1815.00 857.23 103.67 120.9 M0 P-tens. Des.Pn Des.Mn e/h 47.74 -375.48 146.77 4.75 0.02087 -------------------------------------------------------- 
 ACI 318-11 COLUMN NO. 144 DESIGN RESULTS =============================================== 
 FY - 415.0 FC - 25.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED AREA OF STEEL REQUIRED = 2015.1 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 12 - 16 MM 2.681 600 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2862.53 2290.02 853.42 151.34 177.3 M0 P-tens. Des.Pn Des.Mn e/h 115.39 -1001.30 165.36 13.91 0.03005 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) STAAD SPACE -- PAGE NO. 154 
 -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2862.53 2290.02 853.42 151.34 177.3 M0 P-tens. Des.Pn Des.Mn e/h 115.39 -1001.30 165.36 105.38 0.22758 -------------------------------------------------------- 
 ACI 318-11 COLUMN NO. 145 DESIGN RESULTS =============================================== 
 FY - 415.0 FC - 25.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 900.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 8 - 12 MM 1.005 500 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2268.75 1815.00 857.23 103.67 120.9 M0 P-tens. Des.Pn Des.Mn e/h 47.74 -375.48 110.93 0.59 0.00189 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2268.75 1815.00 857.23 103.67 120.9 M0 P-tens. Des.Pn Des.Mn e/h 47.74 -375.48 110.93 10.85 0.03493 -------------------------------------------------------- 
 ACI 318-11 COLUMN NO. 147 DESIGN RESULTS =============================================== 
 FY - 415.0 FC - 25.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 900.0 SQ. MM STAAD SPACE -- PAGE NO. 155 
 BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 8 - 12 MM 1.005 500 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2268.75 1815.00 857.23 103.67 120.9 M0 P-tens. Des.Pn Des.Mn e/h 47.74 -375.48 24.35 6.10 0.08945 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2268.75 1815.00 857.23 103.67 120.9 M0 P-tens. Des.Pn Des.Mn e/h 47.74 -375.48 24.35 2.64 0.03866 -------------------------------------------------------- 
 ACI 318-11 COLUMN NO. 148 DESIGN RESULTS =============================================== 
 FY - 415.0 FC - 25.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED AREA OF STEEL REQUIRED = 1177.2 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 20 MM 1.396 606 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2407.30 1925.84 835.41 129.25 154.7 M0 P-tens. Des.Pn Des.Mn e/h 63.88 -521.51 158.98 48.17 0.10822 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2407.30 1925.84 835.41 129.25 154.7 M0 P-tens. Des.Pn Des.Mn e/h 63.88 -521.51 158.98 39.61 0.08899 -------------------------------------------------------- STAAD SPACE -- PAGE NO. 156 
 ACI 318-11 COLUMN NO. 153 DESIGN RESULTS =============================================== 
 FY - 415.0 FC - 25.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 900.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 8 - 12 MM 1.005 500 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2268.75 1815.00 857.23 103.67 120.9 M0 P-tens. Des.Pn Des.Mn e/h 47.74 -375.48 159.77 0.44 0.00202 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2268.75 1815.00 857.23 103.67 120.9 M0 P-tens. Des.Pn Des.Mn e/h 47.74 -375.48 159.77 12.56 0.05824 -------------------------------------------------------- 
 ACI 318-11 COLUMN NO. 154 DESIGN RESULTS =============================================== 
 FY - 415.0 FC - 25.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 900.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 8 - 12 MM 1.005 500 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) STAAD SPACE -- PAGE NO. 157 
 -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2268.75 1815.00 857.23 103.67 120.9 M0 P-tens. Des.Pn Des.Mn e/h 47.74 -375.48 142.81 1.45 0.00752 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2268.75 1815.00 857.23 103.67 120.9 M0 P-tens. Des.Pn Des.Mn e/h 47.74 -375.48 142.81 14.74 0.07643 -------------------------------------------------------- 
 ACI 318-11 COLUMN NO. 61 DESIGN RESULTS =============================================== 
 FY - 415.0 FC - 25.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED AREA OF STEEL REQUIRED = 981.9 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 20 MM 1.396 608 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2407.30 1925.84 835.41 129.25 154.7 M0 P-tens. Des.Pn Des.Mn e/h 63.88 -521.51 491.93 21.72 0.01523 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2407.30 1925.84 835.41 129.25 154.7 M0 P-tens. Des.Pn Des.Mn e/h 63.88 -521.51 491.93 81.14 0.05688 -------------------------------------------------------- 
 ACI 318-11 COLUMN NO. 62 DESIGN RESULTS =============================================== 
 STAAD SPACE -- PAGE NO. 158 
 FY - 415.0 FC - 25.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED AREA OF STEEL REQUIRED = 1416.6 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 8 - 16 MM 1.787 608 STA 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2545.85 2036.68 845.75 127.99 151.3 M0 P-tens. Des.Pn Des.Mn e/h 81.07 -667.53 347.99 29.12 0.02988 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2545.85 2036.68 845.75 127.99 151.3 M0 P-tens. Des.Pn Des.Mn e/h 81.07 -667.53 347.99 83.84 0.08605 -------------------------------------------------------- 
 ACI 318-11 COLUMN NO. 63 DESIGN RESULTS =============================================== 
 FY - 415.0 FC - 25.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED AREA OF STEEL REQUIRED = 1920.6 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 25 MM 2.182 600 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2685.62 2148.50 819.89 160.00 195.1 M0 P-tens. Des.Pn Des.Mn e/h 96.05 -814.84 242.87 30.70 0.04515 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) STAAD SPACE -- PAGE NO. 159 
 -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2685.62 2148.50 819.89 160.00 195.1 M0 P-tens. Des.Pn Des.Mn e/h 96.05 -814.84 242.87 95.70 0.14073 -------------------------------------------------------- 
 ACI 318-11 COLUMN NO. 64 DESIGN RESULTS =============================================== 
 FY - 415.0 FC - 25.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED AREA OF STEEL REQUIRED = 1221.3 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 20 MM 1.396 600 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2407.30 1925.84 835.41 129.25 154.7 M0 P-tens. Des.Pn Des.Mn e/h 63.88 -521.51 91.09 54.50 0.21369 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2407.30 1925.84 835.41 129.25 154.7 M0 P-tens. Des.Pn Des.Mn e/h 63.88 -521.51 91.09 26.67 0.10455 -------------------------------------------------------- 
 ACI 318-11 COLUMN NO. 68 DESIGN RESULTS =============================================== 
 FY - 415.0 FC - 25.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED AREA OF STEEL REQUIRED = 931.5 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- STAAD SPACE -- PAGE NO. 160 
 4 - 20 MM 1.396 600 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2407.30 1925.84 835.41 129.25 154.7 M0 P-tens. Des.Pn Des.Mn e/h 63.88 -521.51 82.21 43.65 0.18961 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2407.30 1925.84 835.41 129.25 154.7 M0 P-tens. Des.Pn Des.Mn e/h 63.88 -521.51 82.21 21.89 0.09508 -------------------------------------------------------- 
 ACI 318-11 COLUMN NO. 73 DESIGN RESULTS =============================================== 
 FY - 415.0 FC - 25.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 900.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 8 - 12 MM 1.005 500 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2268.75 1815.00 857.23 103.67 120.9 M0 P-tens. Des.Pn Des.Mn e/h 47.74 -375.48 305.05 7.67 0.00867 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2268.75 1815.00 857.23 103.67 120.9 M0 P-tens. Des.Pn Des.Mn e/h 47.74 -375.48 305.05 10.65 0.01203 -------------------------------------------------------- STAAD SPACE -- PAGE NO. 161 
 ACI 318-11 COLUMN NO. 74 DESIGN RESULTS =============================================== 
 FY - 415.0 FC - 25.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED AREA OF STEEL REQUIRED = 1032.3 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 20 MM 1.396 605 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2407.30 1925.84 835.41 129.25 154.7 M0 P-tens. Des.Pn Des.Mn e/h 63.88 -521.51 366.08 67.22 0.06558 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2407.30 1925.84 835.41 129.25 154.7 M0 P-tens. Des.Pn Des.Mn e/h 63.88 -521.51 366.08 31.41 0.03065 -------------------------------------------------------- 
 ACI 318-11 COLUMN NO. 75 DESIGN RESULTS =============================================== 
 FY - 415.0 FC - 25.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 900.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 8 - 12 MM 1.005 500 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) STAAD SPACE -- PAGE NO. 162 
 -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2268.75 1815.00 857.23 103.67 120.9 M0 P-tens. Des.Pn Des.Mn e/h 47.74 -375.48 96.70 4.00 0.01478 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2268.75 1815.00 857.23 103.67 120.9 M0 P-tens. Des.Pn Des.Mn e/h 47.74 -375.48 96.70 12.20 0.04507 -------------------------------------------------------- 
 ACI 318-11 COLUMN NO. 76 DESIGN RESULTS =============================================== 
 FY - 415.0 FC - 25.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED AREA OF STEEL REQUIRED = 1032.3 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 20 MM 1.396 600 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2407.30 1925.84 835.41 129.25 154.7 M0 P-tens. Des.Pn Des.Mn e/h 63.88 -521.51 81.21 47.03 0.20685 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2407.30 1925.84 835.41 129.25 154.7 M0 P-tens. Des.Pn Des.Mn e/h 63.88 -521.51 81.21 23.72 0.10433 -------------------------------------------------------- 
 ACI 318-11 COLUMN NO. 77 DESIGN RESULTS =============================================== 
 STAAD SPACE -- PAGE NO. 163 
 FY - 415.0 FC - 25.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 900.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 8 - 12 MM 1.005 500 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2268.75 1815.00 857.23 103.67 120.9 M0 P-tens. Des.Pn Des.Mn e/h 47.74 -375.48 395.93 0.06 0.00005 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2268.75 1815.00 857.23 103.67 120.9 M0 P-tens. Des.Pn Des.Mn e/h 47.74 -375.48 395.93 4.79 0.00417 -------------------------------------------------------- 
 ACI 318-11 COLUMN NO. 78 DESIGN RESULTS =============================================== 
 FY - 415.0 FC - 25.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 900.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 8 - 12 MM 1.005 500 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2268.75 1815.00 857.23 103.67 120.9 M0 P-tens. Des.Pn Des.Mn e/h 47.74 -375.48 263.62 1.15 0.00156 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) STAAD SPACE -- PAGE NO. 164 
 -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2268.75 1815.00 857.23 103.67 120.9 M0 P-tens. Des.Pn Des.Mn e/h 47.74 -375.48 263.62 5.81 0.00787 -------------------------------------------------------- 
 ACI 318-11 COLUMN NO. 79 DESIGN RESULTS =============================================== 
 FY - 415.0 FC - 25.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 900.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 8 - 12 MM 1.005 500 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2268.75 1815.00 857.23 103.67 120.9 M0 P-tens. Des.Pn Des.Mn e/h 47.74 -375.48 135.80 5.53 0.01454 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2268.75 1815.00 857.23 103.67 120.9 M0 P-tens. Des.Pn Des.Mn e/h 47.74 -375.48 135.80 5.44 0.01430 -------------------------------------------------------- 
 ACI 318-11 COLUMN NO. 80 DESIGN RESULTS =============================================== 
 FY - 415.0 FC - 25.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED AREA OF STEEL REQUIRED = 1208.7 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- STAAD SPACE -- PAGE NO. 165 
 4 - 20 MM 1.396 600 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2407.30 1925.84 835.41 129.25 154.7 M0 P-tens. Des.Pn Des.Mn e/h 63.88 -521.51 91.51 49.53 0.19332 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2407.30 1925.84 835.41 129.25 154.7 M0 P-tens. Des.Pn Des.Mn e/h 63.88 -521.51 91.51 31.71 0.12375 -------------------------------------------------------- 
 ACI 318-11 COLUMN NO. 85 DESIGN RESULTS =============================================== 
 FY - 415.0 FC - 25.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 900.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 8 - 12 MM 1.005 500 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2268.75 1815.00 857.23 103.67 120.9 M0 P-tens. Des.Pn Des.Mn e/h 47.74 -375.48 153.73 7.45 0.01671 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2268.75 1815.00 857.23 103.67 120.9 M0 P-tens. Des.Pn Des.Mn e/h 47.74 -375.48 153.73 13.78 0.03091 -------------------------------------------------------- STAAD SPACE -- PAGE NO. 166 
 ACI 318-11 COLUMN NO. 86 DESIGN RESULTS =============================================== 
 FY - 415.0 FC - 25.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED AREA OF STEEL REQUIRED = 969.3 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 20 MM 1.396 605 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2407.30 1925.84 835.41 129.25 154.7 M0 P-tens. Des.Pn Des.Mn e/h 63.88 -521.51 202.54 50.60 0.08923 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2407.30 1925.84 835.41 129.25 154.7 M0 P-tens. Des.Pn Des.Mn e/h 63.88 -521.51 202.54 30.94 0.05456 -------------------------------------------------------- 
 ACI 318-11 COLUMN NO. 87 DESIGN RESULTS =============================================== 
 FY - 415.0 FC - 25.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED AREA OF STEEL REQUIRED = 1202.4 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 20 MM 1.396 600 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) STAAD SPACE -- PAGE NO. 167 
 -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2407.30 1925.84 835.41 129.25 154.7 M0 P-tens. Des.Pn Des.Mn e/h 63.88 -521.51 93.07 25.12 0.09641 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2407.30 1925.84 835.41 129.25 154.7 M0 P-tens. Des.Pn Des.Mn e/h 63.88 -521.51 93.07 55.31 0.21224 -------------------------------------------------------- 
 ACI 318-11 COLUMN NO. 97 DESIGN RESULTS =============================================== 
 FY - 415.0 FC - 25.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 900.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 8 - 12 MM 1.005 500 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2268.75 1815.00 857.23 103.67 120.9 M0 P-tens. Des.Pn Des.Mn e/h 47.74 -375.48 268.65 4.08 0.01014 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2268.75 1815.00 857.23 103.67 120.9 M0 P-tens. Des.Pn Des.Mn e/h 47.74 -375.48 268.65 3.47 0.00861 -------------------------------------------------------- 
 ACI 318-11 COLUMN NO. 100 DESIGN RESULTS =============================================== 
 STAAD SPACE -- PAGE NO. 168 
 FY - 415.0 FC - 25.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 900.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 8 - 12 MM 1.005 500 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2268.75 1815.00 857.23 103.67 120.9 M0 P-tens. Des.Pn Des.Mn e/h 47.74 -375.48 348.58 1.58 0.00302 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2268.75 1815.00 857.23 103.67 120.9 M0 P-tens. Des.Pn Des.Mn e/h 47.74 -375.48 348.58 1.06 0.00202 -------------------------------------------------------- 
 ACI 318-11 COLUMN NO. 101 DESIGN RESULTS =============================================== 
 FY - 415.0 FC - 25.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 900.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 8 - 12 MM 1.005 500 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2268.75 1815.00 857.23 103.67 120.9 M0 P-tens. Des.Pn Des.Mn e/h 47.74 -375.48 435.17 1.65 0.00252 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) STAAD SPACE -- PAGE NO. 169 
 -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2268.75 1815.00 857.23 103.67 120.9 M0 P-tens. Des.Pn Des.Mn e/h 47.74 -375.48 435.17 2.05 0.00314 -------------------------------------------------------- 
 ACI 318-11 COLUMN NO. 103 DESIGN RESULTS =============================================== 
 FY - 415.0 FC - 25.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 900.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 8 - 12 MM 1.005 500 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2268.75 1815.00 857.23 103.67 120.9 M0 P-tens. Des.Pn Des.Mn e/h 47.74 -375.48 188.18 4.61 0.01633 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2268.75 1815.00 857.23 103.67 120.9 M0 P-tens. Des.Pn Des.Mn e/h 47.74 -375.48 188.18 5.90 0.02092 -------------------------------------------------------- 
 ACI 318-11 COLUMN NO. 149 DESIGN RESULTS =============================================== 
 FY - 415.0 FC - 25.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 900.0 SQ. MM STAAD SPACE -- PAGE NO. 170 
 BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 8 - 12 MM 1.005 500 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2268.75 1815.00 857.23 103.67 120.9 M0 P-tens. Des.Pn Des.Mn e/h 47.74 -375.48 156.85 6.80 0.01496 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2268.75 1815.00 857.23 103.67 120.9 M0 P-tens. Des.Pn Des.Mn e/h 47.74 -375.48 156.85 12.41 0.02728 -------------------------------------------------------- 
 ACI 318-11 COLUMN NO. 150 DESIGN RESULTS =============================================== 
 FY - 415.0 FC - 25.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 900.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 8 - 12 MM 1.005 500 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2268.75 1815.00 857.23 103.67 120.9 M0 P-tens. Des.Pn Des.Mn e/h 47.74 -375.48 98.10 6.24 0.02272 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2268.75 1815.00 857.23 103.67 120.9 M0 P-tens. Des.Pn Des.Mn e/h 47.74 -375.48 98.10 14.57 0.05304 -------------------------------------------------------- STAAD SPACE -- PAGE NO. 171 
 ACI 318-11 COLUMN NO. 151 DESIGN RESULTS =============================================== 
 FY - 415.0 FC - 25.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED AREA OF STEEL REQUIRED = 1296.9 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 12 - 12 MM 1.508 600 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2446.88 1957.51 862.51 117.05 135.7 M0 P-tens. Des.Pn Des.Mn e/h 69.58 -563.22 100.12 25.64 0.09145 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2446.88 1957.51 862.51 117.05 135.7 M0 P-tens. Des.Pn Des.Mn e/h 69.58 -563.22 100.12 59.92 0.21373 -------------------------------------------------------- 
 ACI 318-11 COLUMN NO. 152 DESIGN RESULTS =============================================== 
 FY - 415.0 FC - 25.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 900.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 8 - 12 MM 1.005 500 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 12 SPACING 192.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) STAAD SPACE -- PAGE NO. 172 
 -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2268.75 1815.00 857.23 103.67 120.9 M0 P-tens. Des.Pn Des.Mn e/h 47.74 -375.48 197.03 7.35 0.02487 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 2268.75 1815.00 857.23 103.67 120.9 M0 P-tens. Des.Pn Des.Mn e/h 47.74 -375.48 197.03 6.28 0.02126 -------------------------------------------------------- ********************END OF COLUMN DESIGN RESULTS********************

DSANJU · Answer

I can see that you have only reported the design output which looks reasonable. Please let us know if you feel there is any problem.

Biswatosh · Answer

Can you please point where you think the result seems not reasonable?