Hi,
In the following attached model I have applied physical members in STAAD (First time for me to use physical members in STAAD).
This model has been erlier analysed using Robot, and from the analysis now in STAAD I can see dramatic failure in 2 horizonal bracings plus the connecting beam as well, Although it has passed previous Robot calculations with 0.13 factor !! I mean the difference is quite big.
Can someone please help me to understand what is my error ?
STAAD SPACE START JOB INFORMATION ENGINEER DATE 24-Aug-15 JOB NAME JOB CLIENT JOB NO JOB REV ENGINEER NAME RAF JOB COMMENT JOB COMMENT END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 1 0 0 0; 2 4.8 0 0; 3 4.8 -1.1 0; 4 0 -1.1 0; 5 0 0 6; 6 4.8 0 6; 7 4.8 -1.1 6; 8 0 -1.1 6; 9 0 0 12; 10 4.8 0 12; 11 4.8 -1.1 12; 12 0 -1.1 12; 13 0 0 18; 14 4.8 0 18; 15 4.8 -1.1 18; 16 0 -1.1 18; 17 0 0 24; 18 4.8 0 24; 19 4.8 -1.1 24; 20 0 -1.1 24; 21 0 0 30; 22 4.8 0 30; 23 4.8 -1.1 30; 24 0 -1.1 30; 25 0 0 36; 26 4.8 0 36; 27 4.8 -1.1 36; 28 0 -1.1 36; 29 0 0 3; 30 4.8 0 3; 31 0 0 9; 32 4.8 0 9; 33 0 0 15; 34 4.8 0 15; 35 0 0 21; 36 4.8 0 21; 37 0 0 27; 38 4.8 0 27; 39 0 0 33; 40 4.8 0 33; 41 4.8 0 34.9; 42 4.8 0 31.1; 43 0 0 34.9; 44 0 0 31.1; 46 0 0 19.1; 47 4.8 0 19.1; 48 4.8 0 16.9; 49 0 0 16.9; 50 5.8 0 0; 51 5.8 0 6; 52 -0.7 0 0; 53 -0.7 0 6; 54 -0.7 0 12; 55 -0.7 0 18; 56 -0.7 0 24; 57 -0.7 0 30; 58 -0.7 0 3; 59 -0.7 0 9; 60 -0.7 0 15; 61 -0.7 0 21; 62 -0.7 0 27; 63 -0.7 0 33; 64 -0.7 0 36; 65 2.4 0 36; MEMBER INCIDENCES 1 1 2; 2 2 3; 3 1 4; 4 5 6; 5 6 7; 6 5 8; 7 9 10; 8 10 11; 9 9 12; 10 13 14; 11 14 15; 12 13 16; 13 17 18; 14 18 19; 15 17 20; 16 21 22; 17 22 23; 18 21 24; 19 25 65; 20 65 26; 21 26 27; 22 25 28; 23 29 30; 24 31 32; 25 33 34; 26 35 36; 27 37 38; 28 39 40; 29 1 29; 30 29 5; 31 2 30; 32 30 6; 33 5 31; 34 31 9; 35 6 32; 36 32 10; 37 9 33; 38 33 49; 39 10 34; 40 34 48; 41 48 14; 42 13 46; 43 46 35; 44 35 17; 45 14 47; 46 47 36; 47 36 18; 48 17 37; 49 37 21; 50 18 38; 51 38 22; 52 21 44; 53 44 39; 54 39 43; 55 43 25; 56 22 42; 57 42 40; 58 40 41; 59 41 26; 60 27 41; 61 28 43; 62 16 46; 63 15 47; 64 15 48; 65 16 49; 66 23 42; 67 24 44; 68 2 50; 69 6 51; 70 52 1; 71 53 5; 72 54 9; 73 55 13; 74 56 17; 75 57 21; 76 58 29; 77 59 31; 78 33 60; 79 61 35; 80 62 37; 81 63 39; 82 64 25; 83 65 39; 84 65 40; 85 49 13; DEFINE PMEMBER 70 1 68 PMEMBER 1 71 4 69 PMEMBER 2 72 7 PMEMBER 3 73 10 PMEMBER 4 74 13 PMEMBER 5 75 16 PMEMBER 6 82 19 20 PMEMBER 7 29 30 PMEMBER 8 31 32 PMEMBER 9 33 34 PMEMBER 10 35 36 PMEMBER 11 37 38 85 PMEMBER 12 39 TO 41 PMEMBER 13 42 TO 44 PMEMBER 14 45 TO 47 PMEMBER 15 48 49 PMEMBER 16 50 51 PMEMBER 17 52 TO 55 PMEMBER 18 56 TO 59 PMEMBER 19 DEFINE MATERIAL START 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 PMEMBER CONSTANTS MATERIAL STEEL ALL CONSTANTS MATERIAL STEEL ALL PMEMBER PROPERTY EUROPEAN 1 TO 7 TABLE ST HE260A 8 TO 19 TABLE ST HE200A MEMBER PROPERTY EUROPEAN 2 3 5 6 8 9 11 12 14 15 17 18 TABLE ST HE240A 21 22 TABLE ST HE240B 23 76 TABLE ST HE140A 24 TO 28 77 TO 81 TABLE ST HE120A 60 TO 67 83 84 TABLE ST L100X100X10 SUPPORTS 3 4 7 8 11 12 15 16 19 20 23 24 27 28 FIXED *************************************** DEAD LOAD ************************ LOAD 10 LOADTYPE Dead TITLE DEAD LOAD SELFWEIGHT Y -1.05 ****************************************** PIPE LOADS ********************** LOAD 20 LOADTYPE None TITLE PIPE 2"+ 1 PMEMBER LOAD 1 CON GY -0.25 1.06 MEMBER LOAD 23 CON GY -0.25 0.36 PMEMBER LOAD 2 CON GY -0.25 1.06 MEMBER LOAD 24 CON GY -0.25 0.36 PMEMBER LOAD 3 CON GY -0.25 1.06 MEMBER LOAD 25 CON GY -0.25 0.36 PMEMBER LOAD 4 CON GY -0.25 1.06 MEMBER LOAD 26 CON GY -0.25 0.36 PMEMBER LOAD 5 CON GY -0.25 1.06 MEMBER LOAD 27 CON GY -0.25 0.36 PMEMBER LOAD 6 CON GY -0.25 1.06 MEMBER LOAD 28 CON GY -0.25 0.36 PMEMBER LOAD 7 CON GY -0.25 1.06 LOAD 30 LOADTYPE None TITLE PIPE 2" + 2 PMEMBER LOAD 1 CON GY -0.25 1.37 MEMBER LOAD 23 CON GY -0.25 0.67 PMEMBER LOAD 2 CON GY -0.25 1.37 MEMBER LOAD 24 CON GY -0.25 0.67 PMEMBER LOAD 3 CON GY -0.25 1.37 MEMBER LOAD 25 CON GY -0.25 0.67 PMEMBER LOAD 4 CON GY -0.25 1.37 MEMBER LOAD 26 CON GY -0.25 0.67 PMEMBER LOAD 5 CON GY -0.25 1.37 MEMBER LOAD 27 CON GY -0.25 0.67 PMEMBER LOAD 6 CON GY -0.25 1.37 MEMBER LOAD 28 CON GY -0.25 0.67 PMEMBER LOAD 7 CON GY -0.25 1.37 LOAD 40 LOADTYPE None TITLE PIPE 2" + 3 PMEMBER LOAD 1 CON GY -0.25 1.62 MEMBER LOAD 23 CON GY -0.25 0.92 PMEMBER LOAD 2 CON GY -0.25 1.62 MEMBER LOAD 24 CON GY -0.25 0.92 PMEMBER LOAD 3 CON GY -0.25 1.62 MEMBER LOAD 25 CON GY -0.25 0.92 PMEMBER LOAD 4 CON GY -0.25 1.62 MEMBER LOAD 26 CON GY -0.25 0.92 PMEMBER LOAD 5 CON GY -0.25 1.62 MEMBER LOAD 27 CON GY -0.25 0.92 PMEMBER LOAD 6 CON GY -0.25 1.62 MEMBER LOAD 28 CON GY -0.25 0.92 PMEMBER LOAD 7 CON GY -0.25 1.62 LOAD 50 LOADTYPE None TITLE PIPE 3" ******* Loads would be taken as reality supported every 2nd beams ******* Forces effected in each point of connection is the sum of ******* forces at point + 0.5 forces on both sides (for FX,FY,FZ) PMEMBER LOAD 1 CON GY -0.5 1.845 2 CON GY -0.5 1.845 3 CON GY -0.5 1.845 4 CON GY -0.5 1.845 5 CON GY -0.5 1.845 6 CON GY -0.5 1.845 7 CON GY -0.5 1.845 LOAD 60 LOADTYPE None TITLE PIPE 2" + 4 PMEMBER LOAD 1 CON GY -0.25 2.07 MEMBER LOAD 23 CON GY -0.25 1.37 PMEMBER LOAD 2 CON GY -0.25 2.07 MEMBER LOAD 24 CON GY -0.25 1.37 PMEMBER LOAD 3 CON GY -0.25 2.07 MEMBER LOAD 25 CON GY -0.25 1.37 PMEMBER LOAD 4 CON GY -0.25 2.07 MEMBER LOAD 26 CON GY -0.25 1.37 PMEMBER LOAD 5 CON GY -0.25 2.07 MEMBER LOAD 27 CON GY -0.25 1.37 PMEMBER LOAD 6 CON GY -0.25 2.07 MEMBER LOAD 28 CON GY -0.25 1.37 PMEMBER LOAD 7 CON GY -0.25 2.07 LOAD 70 LOADTYPE None TITLE PIPE 24" ******* Loads would be taken as reality supported every 4 beams ******* Forces effected in each point of connection is -Fy from piping report PMEMBER LOAD 1 CON GY -36 2.665 3 CON GY -36 2.665 5 CON GY -36 2.665 7 CON GY -59 2.665 LOAD 80 LOADTYPE None TITLE PIPE 12" + 1 ******* Loads would be taken as reality supported every 2nd beam ******* Forces effected in each point of connection is -Fy from piping report PMEMBER LOAD 1 CON GY -9 3.515 2 CON GY -9 3.515 3 CON GY -9 3.515 4 CON GY -9 3.515 5 CON GY -9 3.515 6 CON GY -9 3.515 7 CON GY -16 3.515 LOAD 90 LOADTYPE None TITLE PIPE 20" ******* Loads would be taken as reality supported every 4 beams ******* Forces effected in each point of connection is -Fy from piping report PMEMBER LOAD 1 CON GY -17 4.295 3 CON GY -17 4.295 5 CON GY -17 4.295 7 CON GY -16 4.295 LOAD 100 LOADTYPE None TITLE PIPE 12" + 2 PMEMBER LOAD 1 CON GY -7 5.045 2 CON GY -22 5.045 3 CON GY -7 5.045 4 CON GY -7 5.045 5 CON GY -7 5.045 6 CON GY -7 5.045 7 CON GY -7 5.045 MEMBER LOAD 23 CON GY -10 4.345 LOAD 105 LOADTYPE None TITLE EXTRA PIPELOADS PMEMBER LOAD 1 CON GY -2.2 6.5 2 CON GY -1.3 6.5 2 CON GY -1.3 5.6 1 CON GY -2.2 5.6 ************************************************* SNOW LOAD *********************************** ********************** To be taken from OCL (-Fy) ****************************************** LOAD 110 LOADTYPE Snow TITLE SNOW PIPE 2" (1) PMEMBER LOAD 1 CON GY -1 1.06 MEMBER LOAD 23 CON GY -1 0.36 PMEMBER LOAD 2 CON GY -1 1.06 MEMBER LOAD 24 CON GY -1 0.36 PMEMBER LOAD 3 CON GY -1 1.06 MEMBER LOAD 25 CON GY -1 0.36 PMEMBER LOAD 4 CON GY -1 1.06 MEMBER LOAD 26 CON GY -1 0.36 PMEMBER LOAD 5 CON GY -1 1.06 MEMBER LOAD 27 CON GY -1 0.36 PMEMBER LOAD 6 CON GY -1 1.06 MEMBER LOAD 28 CON GY -1 0.36 PMEMBER LOAD 7 CON GY -1 1.06 LOAD 120 LOADTYPE Snow TITLE SNOW PIPE 2" (2) PMEMBER LOAD 1 CON GY -1 1.37 MEMBER LOAD 23 CON GY -1 0.67 PMEMBER LOAD 2 CON GY -1 1.37 MEMBER LOAD 24 CON GY -1 0.67 PMEMBER LOAD 3 CON GY -1 1.37 MEMBER LOAD 25 CON GY -1 0.67 PMEMBER LOAD 4 CON GY -1 1.37 MEMBER LOAD 26 CON GY -1 0.67 PMEMBER LOAD 5 CON GY -1 1.37 MEMBER LOAD 27 CON GY -1 0.67 PMEMBER LOAD 6 CON GY -1 1.37 MEMBER LOAD 28 CON GY -1 0.67 PMEMBER LOAD 7 CON GY -1 1.37 LOAD 130 LOADTYPE Snow TITLE SNOW PIPE 2" (3) PMEMBER LOAD 1 CON GY -1 1.62 MEMBER LOAD 23 CON GY -1 0.92 PMEMBER LOAD 2 CON GY -1 1.62 MEMBER LOAD 24 CON GY -1 0.92 PMEMBER LOAD 3 CON GY -1 1.62 MEMBER LOAD 25 CON GY -1 0.92 PMEMBER LOAD 4 CON GY -1 1.62 MEMBER LOAD 26 CON GY -1 0.92 PMEMBER LOAD 5 CON GY -1 1.62 MEMBER LOAD 27 CON GY -1 0.92 PMEMBER LOAD 6 CON GY -1 1.62 MEMBER LOAD 28 CON GY -1 0.92 PMEMBER LOAD 7 CON GY -1 1.62 LOAD 140 LOADTYPE Snow TITLE SNOW PIPE 3" PMEMBER LOAD 1 CON GY -1.5 1.845 2 CON GY -1.5 1.845 3 CON GY -1.5 1.845 4 CON GY -1.5 1.845 5 CON GY -1.5 1.845 6 CON GY -1.5 1.845 7 CON GY -1.5 1.845 LOAD 150 LOADTYPE Snow TITLE SNOW PIPE 2" (4) PMEMBER LOAD 1 CON GY -1 2.07 MEMBER LOAD 23 CON GY -1 1.37 PMEMBER LOAD 2 CON GY -1 2.07 MEMBER LOAD 24 CON GY -1 1.37 PMEMBER LOAD 3 CON GY -1 2.07 MEMBER LOAD 25 CON GY -1 1.37 PMEMBER LOAD 4 CON GY -1 2.07 MEMBER LOAD 26 CON GY -1 1.37 PMEMBER LOAD 5 CON GY -1 2.07 MEMBER LOAD 27 CON GY -1 1.37 PMEMBER LOAD 6 CON GY -1 2.07 MEMBER LOAD 28 CON GY -1 1.37 PMEMBER LOAD 7 CON GY -1 2.07 LOAD 160 LOADTYPE Snow TITLE SNOW PIPE 24" PMEMBER LOAD 1 CON GY -37 2.665 3 CON GY -37 2.665 5 CON GY -37 2.665 7 CON GY -31 2.665 LOAD 170 LOADTYPE Snow TITLE SNOW PIPE 12" (1) PMEMBER LOAD 1 CON GY -12 3.515 2 CON GY -12 3.515 3 CON GY -12 3.515 4 CON GY -12 3.515 5 CON GY -12 3.515 6 CON GY -12 3.515 7 CON GY -14 3.515 LOAD 180 LOADTYPE Snow TITLE SNOW PIPE 20" PMEMBER LOAD 1 CON GY -32 4.295 3 CON GY -32 4.295 5 CON GY -32 4.295 7 CON GY -29 4.295 LOAD 190 LOADTYPE Snow TITLE SNOW PIPE 12" (2) PMEMBER LOAD 1 CON GY -10 5.045 2 CON GY -12 5.045 3 CON GY -10 5.045 4 CON GY -10 5.045 5 CON GY -10 5.045 6 CON GY -10 5.045 7 CON GY -13 5.045 *********************************** TEMPERATURE LOAD *************************** ******************* to be taken from piping loads GX=OPL(Fz), GZ=OPL(Fx)+OCL(Fx) ******************* Moment GY=OPL(Mx)+OCL(Mx) , moment GX=OPL(My)+OCL(My) LOAD 200 LOADTYPE Temperature TITLE TEMP PIPE 2" (1) PMEMBER LOAD 1 CON GZ 0.5 1.06 1 CON GX 0.1 1.06 MEMBER LOAD 23 CON GZ 0.5 0.36 23 CON GX 0.1 0.36 PMEMBER LOAD 2 CON GZ 0.5 1.06 2 CON GX 0.1 1.06 MEMBER LOAD 24 CON GZ 0.5 0.36 24 CON GX 0.1 0.36 PMEMBER LOAD 3 CON GZ 0.5 1.06 3 CON GX 0.1 1.06 MEMBER LOAD 25 CON GZ 0.5 0.36 25 CON GX 0.1 0.36 PMEMBER LOAD 4 CON GZ 0.5 1.06 4 CON GX 0.1 1.06 MEMBER LOAD 26 CON GZ 0.5 0.36 26 CON GX 0.1 0.36 PMEMBER LOAD 5 CON GZ 0.5 1.06 5 CON GX 0.1 1.06 MEMBER LOAD 27 CON GZ 0.5 0.36 27 CON GX 0.1 0.36 PMEMBER LOAD 6 CON GZ 0.5 1.06 6 CON GX 0.1 1.06 MEMBER LOAD 28 CON GZ 0.5 0.36 28 CON GX 0.1 0.36 PMEMBER LOAD 7 CON GZ 0.55 1.06 7 CON GX 1 1.06 LOAD 210 LOADTYPE Temperature TITLE TEMP PIPE 2" (2) PMEMBER LOAD 1 CON GZ 0.5 1.37 1 CON GX 0.1 1.37 MEMBER LOAD 23 CON GZ 0.5 0.67 23 CON GX 0.1 0.67 PMEMBER LOAD 2 CON GZ 0.5 1.37 2 CON GX 0.1 1.37 MEMBER LOAD 24 CON GZ 0.5 0.67 24 CON GX 0.1 0.67 PMEMBER LOAD 3 CON GZ 0.5 1.37 3 CON GX 0.1 1.37 MEMBER LOAD 25 CON GZ 0.5 0.67 25 CON GX 0.1 0.67 PMEMBER LOAD 4 CON GZ 0.5 1.37 4 CON GX 0.1 1.37 MEMBER LOAD 26 CON GZ 0.5 0.67 26 CON GX 0.1 0.67 PMEMBER LOAD 5 CON GZ 0.5 1.37 5 CON GX 0.1 1.37 MEMBER LOAD 27 CON GZ 0.5 0.67 27 CON GX 0.1 0.67 PMEMBER LOAD 6 CON GZ 0.5 1.37 6 CON GX 0.1 1.37 MEMBER LOAD 28 CON GZ 0.5 0.67 28 CON GX 0.1 0.67 PMEMBER LOAD 7 CON GZ 0.55 1.37 7 CON GX 1 1.37 LOAD 220 LOADTYPE Temperature TITLE TEMP PIPE 2" (3) PMEMBER LOAD 1 CON GZ 0.5 1.62 1 CON GX 0.1 1.62 MEMBER LOAD 23 CON GZ 0.5 0.92 23 CON GX 0.1 0.92 PMEMBER LOAD 2 CON GZ 0.5 1.62 2 CON GX 0.1 1.62 MEMBER LOAD 24 CON GZ 0.5 0.92 24 CON GX 0.1 0.92 PMEMBER LOAD 3 CON GZ 0.5 1.62 3 CON GX 0.1 1.62 MEMBER LOAD 25 CON GZ 0.5 0.92 25 CON GX 0.1 0.92 PMEMBER LOAD 4 CON GZ 0.5 1.62 4 CON GX 0.1 1.62 MEMBER LOAD 26 CON GZ 0.5 0.92 26 CON GX 0.1 0.92 PMEMBER LOAD 5 CON GZ 0.5 1.62 5 CON GX 0.1 1.62 MEMBER LOAD 27 CON GZ 0.5 0.92 27 CON GX 0.1 0.92 PMEMBER LOAD 6 CON GZ 0.5 1.62 6 CON GX 0.1 1.62 MEMBER LOAD 28 CON GZ 0.5 0.92 28 CON GX 0.1 0.92 PMEMBER LOAD 7 CON GZ 0.55 1.62 7 CON GX 1 1.62 LOAD 230 LOADTYPE Temperature TITLE TEMP PIPE 3" PMEMBER LOAD 1 CON GZ 0.8 1.845 1 CON GX 0.2 1.845 2 CON GZ 0.8 1.845 2 CON GX 0.2 1.845 3 CON GZ 0.8 1.845 3 CON GX 0.2 1.845 4 CON GZ 0.8 1.845 4 CON GX 0.2 1.845 5 CON GZ 0.8 1.845 5 CON GX 0.2 1.845 6 CON GZ 0.8 1.845 6 CON GX 0.2 1.845 7 CON GZ 1 1.845 7 CON GX 2 1.845 LOAD 240 LOADTYPE Temperature TITLE TEMP PIPE 2" (4) PMEMBER LOAD 1 CON GZ 0.5 2.07 1 CON GX 0.1 2.07 MEMBER LOAD 23 CON GZ 0.5 1.37 23 CON GX 0.1 1.37 PMEMBER LOAD 2 CON GZ 0.5 2.07 2 CON GX 0.1 2.07 MEMBER LOAD 24 CON GZ 0.5 1.37 24 CON GX 0.1 1.37 PMEMBER LOAD 3 CON GZ 0.5 2.07 3 CON GX 0.1 2.07 MEMBER LOAD 25 CON GZ 0.5 1.37 25 CON GX 0.1 1.37 PMEMBER LOAD 4 CON GZ 0.5 2.07 4 CON GX 0.1 2.07 MEMBER LOAD 26 CON GZ 0.5 1.37 26 CON GX 0.1 1.37 PMEMBER LOAD 5 CON GZ 0.5 2.07 5 CON GX 0.1 2.07 MEMBER LOAD 27 CON GZ 0.5 1.37 27 CON GX 0.1 1.37 PMEMBER LOAD 6 CON GZ 0.5 2.07 6 CON GX 0.1 2.07 MEMBER LOAD 28 CON GZ 0.5 1.37 28 CON GX 0.1 1.37 PMEMBER LOAD 7 CON GZ 0.55 2.07 7 CON GX 1 2.07 LOAD 250 LOADTYPE Temperature TITLE TEMP PIPE 24" PMEMBER LOAD 1 CON GZ 8 2.665 1 CON GX 13 2.665 3 CON GZ 8 2.665 3 CON GX 13 2.665 5 CON GZ 8 2.665 5 CON GX 13 2.665 7 CON GZ 42 2.665 7 CON GX 6.5 2.665 7 CMOM GX 30.5 2.665 7 CMOM GY 27 2.665 LOAD 260 LOADTYPE Temperature TITLE TEMP PIPE 12" (1) PMEMBER LOAD 1 CON GZ 7 3.515 1 CON GX 7 3.515 2 CON GZ 7 3.515 2 CON GX 7 3.515 3 CON GZ 7 3.515 3 CON GX 7 3.515 4 CON GZ 7 3.515 4 CON GX 7 3.515 5 CON GZ 7 3.515 5 CON GX 7 3.515 6 CON GZ 7 3.515 6 CON GX 7 3.515 7 CON GZ 17 3.515 7 CON GX 2 3.515 7 CMOM GX 3 3.515 7 CMOM GY 4 3.515 LOAD 270 LOADTYPE Temperature TITLE TEMP PIPE 20" PMEMBER LOAD 1 CON GZ 6 4.295 1 CON GX 2 4.295 3 CON GZ 6 4.295 3 CON GX 2 4.295 5 CON GZ 6 4.295 5 CON GX 2 4.295 7 CON GZ 16 4.295 7 CON GX 2 4.295 7 CMOM GX 5 4.295 7 CMOM GY 3.5 4.295 LOAD 280 LOADTYPE Temperature TITLE TEMP PIPE 12" (2) PMEMBER LOAD 1 CON GZ 6 5.045 1 CON GX 3 5.045 2 CON GZ 11 5.045 2 CON GX 2 5.045 3 CON GZ 6 5.045 3 CON GX 3 5.045 4 CON GZ 6 5.045 4 CON GX 3 5.045 5 CON GZ 6 5.045 5 CON GX 3 5.045 6 CON GZ 6 5.045 6 CON GX 3 5.045 7 CON GZ 13 5.045 7 CON GX 3 5.045 7 CMOM GX 5 5.045 7 CMOM GY 2 5.045 ********************************************* WIND LOAD *************************** **************** To be taken according to existing report as Fx:19 KN nodal force every 4th node on X ***** LOAD 300 LOADTYPE Wind TITLE WIND LOAD JOINT LOAD 1 5 9 13 17 21 25 FX 19 LOAD COMB 500 SLS (DL+PL+S+T+W)*1.00 10 1.0 20 1.0 30 1.0 40 1.0 50 1.0 60 1.0 70 1.0 80 1.0 90 1.0 100 1.0 - 110 1.0 120 1.0 130 1.0 140 1.0 150 1.0 160 1.0 170 1.0 180 1.0 190 1.0 - 200 1.0 210 1.0 220 1.0 230 1.0 240 1.0 250 1.0 260 1.0 270 1.0 280 1.0 - 300 1.0 105 1.0 LOAD COMB 510 ULS-1 (DL+PL)*1.20+S*1.50+(T+W)*1.05 10 1.2 20 1.2 30 1.2 40 1.2 50 1.2 60 1.2 70 1.2 80 1.2 90 1.2 100 1.2 - 105 1.2 110 1.5 120 1.5 130 1.5 140 1.5 150 1.5 160 1.5 170 1.5 180 1.5 - 190 1.5 200 1.05 210 1.05 220 1.05 230 1.05 240 1.05 250 1.05 260 1.05 - 270 1.05 280 1.05 300 1.05 LOAD COMB 520 ULS-2 (DL+PL)*1.20+(S+W)*1.05+T*1.5 10 1.2 20 1.2 30 1.2 40 1.2 50 1.2 60 1.2 70 1.2 80 1.2 90 1.2 100 1.2 - 105 1.2 110 1.05 120 1.05 130 1.05 140 1.05 150 1.05 160 1.05 170 1.05 - 180 1.05 190 1.05 300 1.05 200 1.5 210 1.5 220 1.5 230 1.5 240 1.5 250 1.5 - 260 1.5 270 1.5 280 1.5 LOAD COMB 530 ULS-2 (DL+PL)*1.20+(S+T)*1.05+W*1.5 10 1.2 20 1.2 30 1.2 40 1.2 50 1.2 60 1.2 70 1.2 80 1.2 90 1.2 100 1.2 - 105 1.2 110 1.05 120 1.05 130 1.05 140 1.05 150 1.05 160 1.05 170 1.05 - 180 1.05 190 1.05 200 1.05 210 1.05 220 1.05 230 1.05 240 1.05 250 1.05 - 260 1.05 270 1.05 280 1.05 300 1.5 ******************************************* ANALYSIS *********************************** PERFORM ANALYSIS PRINT STATICS LOAD **************************************************************************************** LOAD LIST 500 PARAMETER 1 CODE NS3472 FYLD 235000 MEMB 2 3 5 6 8 9 11 12 14 15 17 18 21 TO 28 60 TO 67 76 TO 81 83 84 MF 1.1 MEMB 2 3 5 6 8 9 11 12 14 15 17 18 21 TO 28 60 TO 67 76 TO 81 83 84 BEAM 1 MEMB 2 3 5 6 8 9 11 12 14 15 17 18 21 TO 28 60 TO 67 76 TO 81 83 84 TRACK 3 MEMB 2 3 5 6 8 9 11 12 14 15 17 18 21 TO 28 60 TO 67 76 TO 81 83 84 BEAM 1 PMEMB 1 TO 19 FYLD 235000 PMEMB 1 TO 19 MF 1.1 PMEMB 1 TO 19 TRACK 3 PMEMB 1 TO 19 CHECK CODE ALL LOAD LIST 510 520 530 PARAMETER 2 CODE NS3472 BEAM 1 MEMB 2 3 5 6 8 9 11 12 14 15 17 18 21 TO 28 60 TO 67 76 TO 81 83 84 FYLD 235000 MEMB 2 3 5 6 8 9 11 12 14 15 17 18 21 TO 28 60 TO 67 76 TO 81 83 84 MF 1.1 MEMB 2 3 5 6 8 9 11 12 14 15 17 18 21 TO 28 60 TO 67 76 TO 81 83 84 TRACK 3 MEMB 2 3 5 6 8 9 11 12 14 15 17 18 21 TO 28 60 TO 67 76 TO 81 83 84 BEAM 1 PMEMB 1 TO 19 FYLD 235000 PMEMB 1 TO 19 MF 1.1 PMEMB 1 TO 19 TRACK 3 PMEMB 1 TO 19 CHECK CODE ALL FINISH
Regards.
Answer Verified By: Rafid