ERROR: NO REFERENCE LOAD CASE OF TYPE MASS/GRIVITY/DEAD/LIVE IS DEFINED FOR MASS MODELING. CENTRE OF MASS CALCULATION IS NOT POSSIBLE.

Offline Rafael Benavides over 5 years ago

I get this message:

ERROR: NO REFERENCE LOAD CASE OF TYPE MASS/GRIVITY/DEAD/LIVE IS DEFINED FOR MASS MODELING.

CENTRE OF MASS CALCULATION IS NOT POSSIBLE.

Can you please help me?

RB-XX 3er Milenium Torre 1 Analisis Completo 1 Nov 15.std

Top Replies

Offline Rafael Benavides Fri, Nov 23 2018 12:19 AM in reply to Abhisek M +1

Yes, I see Worked perfectly, thanks. Regards Rafael B from Mexico.

Parents

0 Offline albert enriquez Tue, Jun 6 2023 9:41 AM

can please help me with this

STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 07-Oct-22
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 5 0 0; 3 10 0 0; 4 13.5 0 0; 9 0 0 3; 10 5 0 3; 11 10 0 3;
12 13.5 0 3; 17 0 0 6; 18 5 0 6; 19 10 0 6; 20 13.5 0 6; 101 0 2 0; 102 5 2 0;
103 10 2 0; 104 13.5 2 0; 105 0 2 3; 106 5 2 3; 107 10 2 3; 108 13.5 2 3;
109 0 2 6; 110 5 2 6; 111 10 2 6; 112 13.5 2 6; 201 0 4.5 0; 202 5 4.5 0;
203 10 4.5 0; 204 13.5 4.5 0; 205 0 4.5 3; 206 5 4.5 3; 207 10 4.5 3;
208 13.5 4.5 3; 209 0 4.5 6; 210 5 4.5 6; 211 10 4.5 6; 212 13.5 4.5 6;
213 0 4.5 1.075; 214 5 4.5 1.075; 215 1 4.5 0; 216 4 4.5 0; 217 1 4.5 1.075;
218 4 4.5 1.075; 301 0 7.45 0; 302 5 7.45 0; 303 10 7.45 0; 304 0 7.45 3;
305 5 7.45 3; 306 10 7.45 3; 307 0 7.45 6; 308 5 7.45 6; 309 10 7.45 6;
310 11.5 7.45 0; 311 11.5 7.45 3; 312 11.5 7.45 6;
MEMBER INCIDENCES
33 101 201; 34 102 202; 35 103 203; 36 104 204; 40 105 205; 41 106 206;
42 107 207; 43 108 208; 47 109 209; 48 110 210; 49 111 211; 50 112 212;
62 201 301; 63 202 302; 64 203 303; 69 205 304; 70 206 305; 71 207 306;
76 209 307; 77 210 308; 78 211 309; 1001 101 105; 1002 102 106; 1003 103 107;
1004 104 108; 1005 105 109; 1006 106 110; 1007 107 111; 1008 108 112;
1009 1 101; 1010 2 102; 1011 3 103; 1012 4 104; 1013 9 105; 1014 10 106;
1015 11 107; 1016 12 108; 1017 17 109; 1018 18 110; 1019 19 111; 1020 20 112;
1021 101 102; 1022 102 103; 1023 103 104; 1024 105 106; 1025 106 107;
1026 107 108; 1027 109 110; 1028 110 111; 1029 111 112; 2001 201 215;
2002 202 203; 2003 203 204; 2004 205 206; 2005 206 207; 2006 207 208;
2007 209 210; 2008 210 211; 2009 211 212; 2010 201 213; 2011 202 214;
2012 203 207; 2013 204 208; 2014 205 209; 2015 206 210; 2016 207 211;
2017 208 212; 2018 213 205; 2019 214 206; 2020 213 217; 2021 215 216;
2022 216 202; 2023 217 218; 2024 218 214; 2025 217 215; 2026 218 216;
3001 302 303; 3002 304 305; 3003 305 306; 3004 307 308; 3005 308 309;
3006 303 306; 3007 304 307; 3008 305 308; 3009 306 309; 3010 301 302;
3011 302 305; 3012 301 304; 3013 303 310; 3014 306 311; 3015 309 312;
3016 310 311; 3017 311 312;
START GROUP DEFINITION
FLOOR
_2F 2001 TO 2026
_1F 1001 TO 1008 1021 TO 1029
_RF 3001 TO 3017
JOINT
END GROUP DEFINITION
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+007
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-005
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 27579
ISOTROPIC STEEL
E 2.05e+008
POISSON 0.3
DENSITY 76.8195
ALPHA 1.2e-005
DAMP 0.03
TYPE STEEL
STRENGTH FY 253200 FU 407800 RY 1.5 RT 1.2
END DEFINE MATERIAL
CONSTANTS
MATERIAL CONCRETE ALL
MEMBER PROPERTY AMERICAN
33 TO 35 40 TO 42 47 TO 49 1009 TO 1011 1013 TO 1015 1017 TO 1018 -
1019 PRIS YD 0.35 ZD 0.35
36 43 50 1012 1016 1020 PRIS YD 0.25 ZD 0.25
1001 TO 1003 1005 TO 1007 1021 1022 1024 1025 1027 1028 2001 2002 2004 2005 -
2007 2008 2010 TO 2012 2014 TO 2016 2018 2019 2021 -
2022 PRIS YD 0.6 ZD 0.35
62 TO 64 69 TO 71 76 TO 78 1004 1008 1023 1026 1029 2003 2006 2009 2013 2017 -
2020 2023 TO 2026 3001 TO 3017 PRIS YD 0.4 ZD 0.2
SUPPORTS
1 TO 4 9 TO 12 17 TO 20 FIXED
MEMBER OFFSET
1001 TO 1003 1005 TO 1007 2012 2014 TO 2016 END 0 -0.1 -0.175
1001 TO 1003 1005 TO 1007 2012 2014 TO 2016 START 0 -0.1 0.175
1021 1022 1024 1025 1027 1028 2002 2004 2005 2007 2008 START 0.175 -0.1 0
1021 1022 1024 1025 1027 1028 2002 2004 2005 2007 2008 END -0.175 -0.1 0
1023 1026 1029 2003 2006 2009 START 0.175 -0.1 0
1023 1026 1029 2003 2006 2009 END -0.125 -0.1 0
1004 1008 2013 2017 START 0 -0.1 0.125
1004 1008 2013 2017 END 0 -0.1 -0.125
33 TO 35 40 TO 42 47 TO 49 1009 TO 1011 1013 TO 1015 1017 TO 1019 END 0 0.175 0
36 43 50 62 TO 64 69 TO 71 76 TO 78 1012 1016 1020 END 0 0.1 0
2018 2019 END 0 -0.1 -0.175
2010 2011 START 0 -0.1 0.175
2018 2019 START 0 -0.1 0
2010 2011 END 0 -0.1 0
2001 START 0.175 -0.1 0
2022 END -0.175 -0.1 0
2001 END 0 -0.1 0
2022 START 0 -0.1 0
2021 START 0 -0.1 0
2021 END 0 -0.1 0
2025 2026 END 0 0 0.2
2025 2026 START 0 0 -0.1
2020 START 0.175 0 0
2024 END -0.175 0 0
3001 TO 3005 3010 START 0.2 -0.1 0
3001 TO 3005 3010 END -0.2 -0.1 0
3006 3008 3009 3011 START 0 -0.1 0.1
3006 3008 3009 3011 END 0 -0.1 -0.1
3013 TO 3015 START 0.2 -0.1 0
3013 TO 3015 END -0.1 -0.1 0
3017 END 0 -0.1 0.1
3017 START 0 -0.1 0
3016 END 0 -0.1 0
3016 START 0 -0.1 -0.1
3007 3012 START -0.1 -0.1 0.1
3007 3012 END -0.1 -0.1 -0.1
63 64 69 TO 71 76 TO 78 START 0 0.175 0
33 TO 35 40 TO 42 47 TO 49 1009 TO 1011 1013 TO 1015 1017 TO 1018 -
1019 START 0 -0.175 0
MEMBER CRACKED
1021 TO 1029 2001 TO 2009 2020 TO 2024 3001 TO 3005 3010 3013 TO 3014 -
3015 REDUCTION RIY 0.350000 RIZ 0.350000
33 TO 36 40 TO 43 47 TO 50 62 TO 64 69 TO 71 76 TO 78 1009 TO 1019 -
1020 REDUCTION RIY 0.700000 RIZ 0.700000
DEFINE REFERENCE LOADS
LOAD R1 LOADTYPE Dead TITLE DL
FLOOR LOAD
_2F FLOAD -3.53 GY
FLOOR LOAD
_1F FLOAD -3.53 GY
LOAD R2 LOADTYPE Live TITLE LL
FLOOR LOAD
_2F FLOAD -2.4 GY
_1F FLOAD -2.4 GY
END DEFINE REFERENCE LOADS
FLOOR DIAPHRAGM
DIA 1 TYPE RIG HEI 2
DIA 2 TYPE RIG HEI 4.5
DIA 3 TYPE RIG HEI 7.45
CHECK SOFT STORY ASCE7
DEFINE UBC LOAD
ZONE 0.4 I 1 RWX 8.5 RWZ 8.5 STYP 4 CT 0.073 NA 1 NV 1
REFERENCE LOAD Y
R1 1.0 R2 0.25
LOAD 1 LOADTYPE Seismic TITLE EQ+X+E
UBC LOAD X 1 DEC 1 ACC 0.05
LOAD 2 LOADTYPE Seismic TITLE EQ+X-E
UBC LOAD X 1 DEC 1 ACC -0.05
LOAD 3 LOADTYPE Seismic TITLE EQ-X+E
UBC LOAD X -1 DEC 1 ACC 0.05
LOAD 4 LOADTYPE Seismic TITLE EQ-X-E
UBC LOAD X -1 DEC 1 ACC -0.05
LOAD 5 LOADTYPE Seismic TITLE EQ+Z+E
UBC LOAD Z 1 DEC 1 ACC 0.05
LOAD 6 LOADTYPE Seismic TITLE EQ+Z-E
UBC LOAD Z 1 DEC 1 ACC -0.05
LOAD 7 LOADTYPE Seismic TITLE EQ-Z+E
UBC LOAD Z -1 DEC 1 ACC 0.05
LOAD 8 LOADTYPE Seismic TITLE EQ-Z-E
UBC LOAD Z -1 DEC 1 ACC -0.05
LOAD 9 LOADTYPE Dead TITLE DL
REFERENCE LOAD
R1 1.0
LOAD 10 LOADTYPE Live TITLE LL
REFERENCE LOAD
R2 1.0
LOAD 11 LOADTYPE Roof Live TITLE LLR
FLOOR LOAD
_RF FLOAD -1.9 GY
LOAD COMB 12 GENERATED NSCP 2015 DRIFT 1
9 1.2 11 1.6
LOAD COMB 13 GENERATED NSCP 2015 DRIFT 2
9 1.2 10 0.5 11 0.5
LOAD COMB 14 GENERATED NSCP 2015 DRIFT 3
9 1.2 10 0.5 1 1.0
LOAD COMB 15 GENERATED NSCP 2015 DRIFT 4
9 1.2 10 0.5 2 1.0
LOAD COMB 16 GENERATED NSCP 2015 DRIFT 5
9 1.2 10 0.5 3 1.0
LOAD COMB 17 GENERATED NSCP 2015 DRIFT 6
9 1.2 10 0.5 4 1.0
LOAD COMB 18 GENERATED NSCP 2015 DRIFT 7
9 1.2 10 0.5 5 1.0
LOAD COMB 19 GENERATED NSCP 2015 DRIFT 8
9 1.2 10 0.5 6 1.0
LOAD COMB 20 GENERATED NSCP 2015 DRIFT 9
9 1.2 10 0.5 7 1.0
LOAD COMB 21 GENERATED NSCP 2015 DRIFT 10
9 1.2 10 0.5 8 1.0
LOAD COMB 22 GENERATED NSCP 2015 DRIFT 11
9 0.9
LOAD COMB 23 GENERATED NSCP 2015 DRIFT 12
9 0.9 1 1.0
LOAD COMB 24 GENERATED NSCP 2015 DRIFT 13
9 0.9 2 1.0
LOAD COMB 25 GENERATED NSCP 2015 DRIFT 14
9 0.9 3 1.0
LOAD COMB 26 GENERATED NSCP 2015 DRIFT 15
9 0.9 4 1.0
LOAD COMB 27 GENERATED NSCP 2015 DRIFT 16
9 0.9 5 1.0
LOAD COMB 28 GENERATED NSCP 2015 DRIFT 17
9 0.9 6 1.0
LOAD COMB 29 GENERATED NSCP 2015 DRIFT 18
9 0.9 7 1.0
LOAD COMB 30 GENERATED NSCP 2015 DRIFT 19
9 0.9 8 1.0
LOAD COMB 31 GENERATED NSCP 2015 LFRD/USD 1
9 1.4
LOAD COMB 32 GENERATED NSCP 2015 LFRD/USD 2
9 1.2 10 1.6 11 0.5
LOAD COMB 33 GENERATED NSCP 2015 LFRD/USD 3
9 1.2 10 0.5 11 1.6
LOAD COMB 34 GENERATED NSCP 2015 LFRD/USD 4
9 1.2 11 1.6
LOAD COMB 35 GENERATED NSCP 2015 LFRD/USD 5
9 1.2 10 0.5 11 0.5
LOAD COMB 36 GENERATED NSCP 2015 LFRD/USD 6
9 0.9
LOAD COMB 37 GENERATED NSCP 2015 LFRD/USD 7
9 1.68 10 5.0 1 1.0
LOAD COMB 38 GENERATED NSCP 2015 LFRD/USD 8
9 1.68 10 5.0 2 1.0
LOAD COMB 39 GENERATED NSCP 2015 LFRD/USD 9
9 1.68 10 5.0 3 1.0
LOAD COMB 40 GENERATED NSCP 2015 LFRD/USD 10
9 1.68 10 5.0 4 1.0
LOAD COMB 41 GENERATED NSCP 2015 LFRD/USD 11
9 1.68 10 5.0 5 1.0
LOAD COMB 42 GENERATED NSCP 2015 LFRD/USD 12
9 1.68 10 5.0 6 1.0
LOAD COMB 43 GENERATED NSCP 2015 LFRD/USD 13
9 1.68 10 5.0 7 1.0
LOAD COMB 44 GENERATED NSCP 2015 LFRD/USD 14
9 1.68 10 5.0 8 1.0
LOAD COMB 45 GENERATED NSCP 2015 LFRD/USD 15
9 1.38 1 1.0
LOAD COMB 46 GENERATED NSCP 2015 LFRD/USD 16
9 1.38 2 1.0
LOAD COMB 47 GENERATED NSCP 2015 LFRD/USD 17
9 1.38 3 1.0
LOAD COMB 48 GENERATED NSCP 2015 LFRD/USD 18
9 1.38 4 1.0
LOAD COMB 49 GENERATED NSCP 2015 LFRD/USD 19
9 1.38 5 1.0
LOAD COMB 50 GENERATED NSCP 2015 LFRD/USD 20
9 1.38 6 1.0
LOAD COMB 51 GENERATED NSCP 2015 LFRD/USD 21
9 1.38 7 1.0
LOAD COMB 52 GENERATED NSCP 2015 LFRD/USD 22
9 1.38 8 1.0
LOAD COMB 53 GENERATED NSCP 2015 LFRD/USD 23
9 0.42 1 1.0
LOAD COMB 54 GENERATED NSCP 2015 LFRD/USD 24
9 0.42 2 1.0
LOAD COMB 55 GENERATED NSCP 2015 LFRD/USD 25
9 0.42 3 1.0
LOAD COMB 56 GENERATED NSCP 2015 LFRD/USD 26
9 0.42 4 1.0
LOAD COMB 57 GENERATED NSCP 2015 LFRD/USD 27
9 0.42 5 1.0
LOAD COMB 58 GENERATED NSCP 2015 LFRD/USD 28
9 0.42 6 1.0
LOAD COMB 59 GENERATED NSCP 2015 LFRD/USD 29
9 0.42 7 1.0
LOAD COMB 60 GENERATED NSCP 2015 LFRD/USD 30
9 0.42 8 1.0
PERFORM ANALYSIS
DEFINE ENVELOPE
31 TO 60 ENVELOPE 31
12 TO 30 ENVELOPE 1
END DEFINE ENVELOPE
LOAD LIST 12 TO 60
PRINT STORY DRIFT 0.003600
START CONCRETE DESIGN
CODE ACI
CLB 0.04 MEMB 1001 TO 1008 1021 TO 1029 2001 TO 2026 3001 TO 3017
CLS 0.04 MEMB 33 TO 36 40 TO 43 47 TO 50 62 TO 64 69 TO 71 76 TO 78 -
1009 TO 1020
CLT 0.04 MEMB 1001 TO 1008 1021 TO 1029 2001 TO 2026 3001 TO 3017
FC 21000 ALL
FYMAIN 275000 ALL
FYSEC 230000 ALL
MAXMAIN 25 ALL
MINSEC 10 ALL
TRACK 2 ALL
DESIGN BEAM 1001 TO 1008 1021 TO 1029 2001 TO 2026 3001 TO 3017
DESIGN COLUMN 33 TO 36 40 TO 43 47 TO 50 62 TO 64 69 TO 71 76 TO 78 -
1009 TO 1020
END CONCRETE DESIGN
FINISH

thankyou in advance
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0 Offline albert enriquez Tue, Jun 6 2023 9:41 AM

can please help me with this

STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 07-Oct-22
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 5 0 0; 3 10 0 0; 4 13.5 0 0; 9 0 0 3; 10 5 0 3; 11 10 0 3;
12 13.5 0 3; 17 0 0 6; 18 5 0 6; 19 10 0 6; 20 13.5 0 6; 101 0 2 0; 102 5 2 0;
103 10 2 0; 104 13.5 2 0; 105 0 2 3; 106 5 2 3; 107 10 2 3; 108 13.5 2 3;
109 0 2 6; 110 5 2 6; 111 10 2 6; 112 13.5 2 6; 201 0 4.5 0; 202 5 4.5 0;
203 10 4.5 0; 204 13.5 4.5 0; 205 0 4.5 3; 206 5 4.5 3; 207 10 4.5 3;
208 13.5 4.5 3; 209 0 4.5 6; 210 5 4.5 6; 211 10 4.5 6; 212 13.5 4.5 6;
213 0 4.5 1.075; 214 5 4.5 1.075; 215 1 4.5 0; 216 4 4.5 0; 217 1 4.5 1.075;
218 4 4.5 1.075; 301 0 7.45 0; 302 5 7.45 0; 303 10 7.45 0; 304 0 7.45 3;
305 5 7.45 3; 306 10 7.45 3; 307 0 7.45 6; 308 5 7.45 6; 309 10 7.45 6;
310 11.5 7.45 0; 311 11.5 7.45 3; 312 11.5 7.45 6;
MEMBER INCIDENCES
33 101 201; 34 102 202; 35 103 203; 36 104 204; 40 105 205; 41 106 206;
42 107 207; 43 108 208; 47 109 209; 48 110 210; 49 111 211; 50 112 212;
62 201 301; 63 202 302; 64 203 303; 69 205 304; 70 206 305; 71 207 306;
76 209 307; 77 210 308; 78 211 309; 1001 101 105; 1002 102 106; 1003 103 107;
1004 104 108; 1005 105 109; 1006 106 110; 1007 107 111; 1008 108 112;
1009 1 101; 1010 2 102; 1011 3 103; 1012 4 104; 1013 9 105; 1014 10 106;
1015 11 107; 1016 12 108; 1017 17 109; 1018 18 110; 1019 19 111; 1020 20 112;
1021 101 102; 1022 102 103; 1023 103 104; 1024 105 106; 1025 106 107;
1026 107 108; 1027 109 110; 1028 110 111; 1029 111 112; 2001 201 215;
2002 202 203; 2003 203 204; 2004 205 206; 2005 206 207; 2006 207 208;
2007 209 210; 2008 210 211; 2009 211 212; 2010 201 213; 2011 202 214;
2012 203 207; 2013 204 208; 2014 205 209; 2015 206 210; 2016 207 211;
2017 208 212; 2018 213 205; 2019 214 206; 2020 213 217; 2021 215 216;
2022 216 202; 2023 217 218; 2024 218 214; 2025 217 215; 2026 218 216;
3001 302 303; 3002 304 305; 3003 305 306; 3004 307 308; 3005 308 309;
3006 303 306; 3007 304 307; 3008 305 308; 3009 306 309; 3010 301 302;
3011 302 305; 3012 301 304; 3013 303 310; 3014 306 311; 3015 309 312;
3016 310 311; 3017 311 312;
START GROUP DEFINITION
FLOOR
_2F 2001 TO 2026
_1F 1001 TO 1008 1021 TO 1029
_RF 3001 TO 3017
JOINT
END GROUP DEFINITION
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+007
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-005
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 27579
ISOTROPIC STEEL
E 2.05e+008
POISSON 0.3
DENSITY 76.8195
ALPHA 1.2e-005
DAMP 0.03
TYPE STEEL
STRENGTH FY 253200 FU 407800 RY 1.5 RT 1.2
END DEFINE MATERIAL
CONSTANTS
MATERIAL CONCRETE ALL
MEMBER PROPERTY AMERICAN
33 TO 35 40 TO 42 47 TO 49 1009 TO 1011 1013 TO 1015 1017 TO 1018 -
1019 PRIS YD 0.35 ZD 0.35
36 43 50 1012 1016 1020 PRIS YD 0.25 ZD 0.25
1001 TO 1003 1005 TO 1007 1021 1022 1024 1025 1027 1028 2001 2002 2004 2005 -
2007 2008 2010 TO 2012 2014 TO 2016 2018 2019 2021 -
2022 PRIS YD 0.6 ZD 0.35
62 TO 64 69 TO 71 76 TO 78 1004 1008 1023 1026 1029 2003 2006 2009 2013 2017 -
2020 2023 TO 2026 3001 TO 3017 PRIS YD 0.4 ZD 0.2
SUPPORTS
1 TO 4 9 TO 12 17 TO 20 FIXED
MEMBER OFFSET
1001 TO 1003 1005 TO 1007 2012 2014 TO 2016 END 0 -0.1 -0.175
1001 TO 1003 1005 TO 1007 2012 2014 TO 2016 START 0 -0.1 0.175
1021 1022 1024 1025 1027 1028 2002 2004 2005 2007 2008 START 0.175 -0.1 0
1021 1022 1024 1025 1027 1028 2002 2004 2005 2007 2008 END -0.175 -0.1 0
1023 1026 1029 2003 2006 2009 START 0.175 -0.1 0
1023 1026 1029 2003 2006 2009 END -0.125 -0.1 0
1004 1008 2013 2017 START 0 -0.1 0.125
1004 1008 2013 2017 END 0 -0.1 -0.125
33 TO 35 40 TO 42 47 TO 49 1009 TO 1011 1013 TO 1015 1017 TO 1019 END 0 0.175 0
36 43 50 62 TO 64 69 TO 71 76 TO 78 1012 1016 1020 END 0 0.1 0
2018 2019 END 0 -0.1 -0.175
2010 2011 START 0 -0.1 0.175
2018 2019 START 0 -0.1 0
2010 2011 END 0 -0.1 0
2001 START 0.175 -0.1 0
2022 END -0.175 -0.1 0
2001 END 0 -0.1 0
2022 START 0 -0.1 0
2021 START 0 -0.1 0
2021 END 0 -0.1 0
2025 2026 END 0 0 0.2
2025 2026 START 0 0 -0.1
2020 START 0.175 0 0
2024 END -0.175 0 0
3001 TO 3005 3010 START 0.2 -0.1 0
3001 TO 3005 3010 END -0.2 -0.1 0
3006 3008 3009 3011 START 0 -0.1 0.1
3006 3008 3009 3011 END 0 -0.1 -0.1
3013 TO 3015 START 0.2 -0.1 0
3013 TO 3015 END -0.1 -0.1 0
3017 END 0 -0.1 0.1
3017 START 0 -0.1 0
3016 END 0 -0.1 0
3016 START 0 -0.1 -0.1
3007 3012 START -0.1 -0.1 0.1
3007 3012 END -0.1 -0.1 -0.1
63 64 69 TO 71 76 TO 78 START 0 0.175 0
33 TO 35 40 TO 42 47 TO 49 1009 TO 1011 1013 TO 1015 1017 TO 1018 -
1019 START 0 -0.175 0
MEMBER CRACKED
1021 TO 1029 2001 TO 2009 2020 TO 2024 3001 TO 3005 3010 3013 TO 3014 -
3015 REDUCTION RIY 0.350000 RIZ 0.350000
33 TO 36 40 TO 43 47 TO 50 62 TO 64 69 TO 71 76 TO 78 1009 TO 1019 -
1020 REDUCTION RIY 0.700000 RIZ 0.700000
DEFINE REFERENCE LOADS
LOAD R1 LOADTYPE Dead TITLE DL
FLOOR LOAD
_2F FLOAD -3.53 GY
FLOOR LOAD
_1F FLOAD -3.53 GY
LOAD R2 LOADTYPE Live TITLE LL
FLOOR LOAD
_2F FLOAD -2.4 GY
_1F FLOAD -2.4 GY
END DEFINE REFERENCE LOADS
FLOOR DIAPHRAGM
DIA 1 TYPE RIG HEI 2
DIA 2 TYPE RIG HEI 4.5
DIA 3 TYPE RIG HEI 7.45
CHECK SOFT STORY ASCE7
DEFINE UBC LOAD
ZONE 0.4 I 1 RWX 8.5 RWZ 8.5 STYP 4 CT 0.073 NA 1 NV 1
REFERENCE LOAD Y
R1 1.0 R2 0.25
LOAD 1 LOADTYPE Seismic TITLE EQ+X+E
UBC LOAD X 1 DEC 1 ACC 0.05
LOAD 2 LOADTYPE Seismic TITLE EQ+X-E
UBC LOAD X 1 DEC 1 ACC -0.05
LOAD 3 LOADTYPE Seismic TITLE EQ-X+E
UBC LOAD X -1 DEC 1 ACC 0.05
LOAD 4 LOADTYPE Seismic TITLE EQ-X-E
UBC LOAD X -1 DEC 1 ACC -0.05
LOAD 5 LOADTYPE Seismic TITLE EQ+Z+E
UBC LOAD Z 1 DEC 1 ACC 0.05
LOAD 6 LOADTYPE Seismic TITLE EQ+Z-E
UBC LOAD Z 1 DEC 1 ACC -0.05
LOAD 7 LOADTYPE Seismic TITLE EQ-Z+E
UBC LOAD Z -1 DEC 1 ACC 0.05
LOAD 8 LOADTYPE Seismic TITLE EQ-Z-E
UBC LOAD Z -1 DEC 1 ACC -0.05
LOAD 9 LOADTYPE Dead TITLE DL
REFERENCE LOAD
R1 1.0
LOAD 10 LOADTYPE Live TITLE LL
REFERENCE LOAD
R2 1.0
LOAD 11 LOADTYPE Roof Live TITLE LLR
FLOOR LOAD
_RF FLOAD -1.9 GY
LOAD COMB 12 GENERATED NSCP 2015 DRIFT 1
9 1.2 11 1.6
LOAD COMB 13 GENERATED NSCP 2015 DRIFT 2
9 1.2 10 0.5 11 0.5
LOAD COMB 14 GENERATED NSCP 2015 DRIFT 3
9 1.2 10 0.5 1 1.0
LOAD COMB 15 GENERATED NSCP 2015 DRIFT 4
9 1.2 10 0.5 2 1.0
LOAD COMB 16 GENERATED NSCP 2015 DRIFT 5
9 1.2 10 0.5 3 1.0
LOAD COMB 17 GENERATED NSCP 2015 DRIFT 6
9 1.2 10 0.5 4 1.0
LOAD COMB 18 GENERATED NSCP 2015 DRIFT 7
9 1.2 10 0.5 5 1.0
LOAD COMB 19 GENERATED NSCP 2015 DRIFT 8
9 1.2 10 0.5 6 1.0
LOAD COMB 20 GENERATED NSCP 2015 DRIFT 9
9 1.2 10 0.5 7 1.0
LOAD COMB 21 GENERATED NSCP 2015 DRIFT 10
9 1.2 10 0.5 8 1.0
LOAD COMB 22 GENERATED NSCP 2015 DRIFT 11
9 0.9
LOAD COMB 23 GENERATED NSCP 2015 DRIFT 12
9 0.9 1 1.0
LOAD COMB 24 GENERATED NSCP 2015 DRIFT 13
9 0.9 2 1.0
LOAD COMB 25 GENERATED NSCP 2015 DRIFT 14
9 0.9 3 1.0
LOAD COMB 26 GENERATED NSCP 2015 DRIFT 15
9 0.9 4 1.0
LOAD COMB 27 GENERATED NSCP 2015 DRIFT 16
9 0.9 5 1.0
LOAD COMB 28 GENERATED NSCP 2015 DRIFT 17
9 0.9 6 1.0
LOAD COMB 29 GENERATED NSCP 2015 DRIFT 18
9 0.9 7 1.0
LOAD COMB 30 GENERATED NSCP 2015 DRIFT 19
9 0.9 8 1.0
LOAD COMB 31 GENERATED NSCP 2015 LFRD/USD 1
9 1.4
LOAD COMB 32 GENERATED NSCP 2015 LFRD/USD 2
9 1.2 10 1.6 11 0.5
LOAD COMB 33 GENERATED NSCP 2015 LFRD/USD 3
9 1.2 10 0.5 11 1.6
LOAD COMB 34 GENERATED NSCP 2015 LFRD/USD 4
9 1.2 11 1.6
LOAD COMB 35 GENERATED NSCP 2015 LFRD/USD 5
9 1.2 10 0.5 11 0.5
LOAD COMB 36 GENERATED NSCP 2015 LFRD/USD 6
9 0.9
LOAD COMB 37 GENERATED NSCP 2015 LFRD/USD 7
9 1.68 10 5.0 1 1.0
LOAD COMB 38 GENERATED NSCP 2015 LFRD/USD 8
9 1.68 10 5.0 2 1.0
LOAD COMB 39 GENERATED NSCP 2015 LFRD/USD 9
9 1.68 10 5.0 3 1.0
LOAD COMB 40 GENERATED NSCP 2015 LFRD/USD 10
9 1.68 10 5.0 4 1.0
LOAD COMB 41 GENERATED NSCP 2015 LFRD/USD 11
9 1.68 10 5.0 5 1.0
LOAD COMB 42 GENERATED NSCP 2015 LFRD/USD 12
9 1.68 10 5.0 6 1.0
LOAD COMB 43 GENERATED NSCP 2015 LFRD/USD 13
9 1.68 10 5.0 7 1.0
LOAD COMB 44 GENERATED NSCP 2015 LFRD/USD 14
9 1.68 10 5.0 8 1.0
LOAD COMB 45 GENERATED NSCP 2015 LFRD/USD 15
9 1.38 1 1.0
LOAD COMB 46 GENERATED NSCP 2015 LFRD/USD 16
9 1.38 2 1.0
LOAD COMB 47 GENERATED NSCP 2015 LFRD/USD 17
9 1.38 3 1.0
LOAD COMB 48 GENERATED NSCP 2015 LFRD/USD 18
9 1.38 4 1.0
LOAD COMB 49 GENERATED NSCP 2015 LFRD/USD 19
9 1.38 5 1.0
LOAD COMB 50 GENERATED NSCP 2015 LFRD/USD 20
9 1.38 6 1.0
LOAD COMB 51 GENERATED NSCP 2015 LFRD/USD 21
9 1.38 7 1.0
LOAD COMB 52 GENERATED NSCP 2015 LFRD/USD 22
9 1.38 8 1.0
LOAD COMB 53 GENERATED NSCP 2015 LFRD/USD 23
9 0.42 1 1.0
LOAD COMB 54 GENERATED NSCP 2015 LFRD/USD 24
9 0.42 2 1.0
LOAD COMB 55 GENERATED NSCP 2015 LFRD/USD 25
9 0.42 3 1.0
LOAD COMB 56 GENERATED NSCP 2015 LFRD/USD 26
9 0.42 4 1.0
LOAD COMB 57 GENERATED NSCP 2015 LFRD/USD 27
9 0.42 5 1.0
LOAD COMB 58 GENERATED NSCP 2015 LFRD/USD 28
9 0.42 6 1.0
LOAD COMB 59 GENERATED NSCP 2015 LFRD/USD 29
9 0.42 7 1.0
LOAD COMB 60 GENERATED NSCP 2015 LFRD/USD 30
9 0.42 8 1.0
PERFORM ANALYSIS
DEFINE ENVELOPE
31 TO 60 ENVELOPE 31
12 TO 30 ENVELOPE 1
END DEFINE ENVELOPE
LOAD LIST 12 TO 60
PRINT STORY DRIFT 0.003600
START CONCRETE DESIGN
CODE ACI
CLB 0.04 MEMB 1001 TO 1008 1021 TO 1029 2001 TO 2026 3001 TO 3017
CLS 0.04 MEMB 33 TO 36 40 TO 43 47 TO 50 62 TO 64 69 TO 71 76 TO 78 -
1009 TO 1020
CLT 0.04 MEMB 1001 TO 1008 1021 TO 1029 2001 TO 2026 3001 TO 3017
FC 21000 ALL
FYMAIN 275000 ALL
FYSEC 230000 ALL
MAXMAIN 25 ALL
MINSEC 10 ALL
TRACK 2 ALL
DESIGN BEAM 1001 TO 1008 1021 TO 1029 2001 TO 2026 3001 TO 3017
DESIGN COLUMN 33 TO 36 40 TO 43 47 TO 50 62 TO 64 69 TO 71 76 TO 78 -
1009 TO 1020
END CONCRETE DESIGN
FINISH

thankyou in advance
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