STAAD SPACESTART JOB INFORMATIONENGINEER DATE 02-May-21END JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT COORDINATES1 0 0 0; 3 11.5 0 0; 4 25 0 0; 5 0 0 13.5; 6 11.5 0 13.5; 7 25 0 13.5;8 0 0 27; 9 11.5 0 27; 10 25 0 27; 11 0 9.3 0; 12 11.5 9.3 0; 13 25 9.3 0;14 0 9.3 13.5; 15 11.5 9.3 13.5; 16 25 9.3 13.5; 17 0 9.3 27; 18 11.5 9.3 27;19 25 9.3 27; 20 0 18.6 0; 21 11.5 18.6 0; 22 25 18.6 0; 23 0 18.6 13.5;24 11.5 18.6 13.5; 25 25 18.6 13.5; 26 0 18.6 27; 27 11.5 18.6 27;28 25 18.6 27; 29 0 27.9 0; 30 11.5 27.9 0; 31 25 27.9 0; 32 0 27.9 13.5;33 11.5 27.9 13.5; 34 25 27.9 13.5; 35 0 27.9 27; 36 11.5 27.9 27;38 11.5 9.3 30.6; 39 25 9.3 30.6; 40 28.6 9.3 13.5; 41 28.6 9.3 27;42 11.5 18.6 30.6; 43 25 18.6 30.6; 44 28.6 18.6 13.5; 45 28.6 18.6 27;46 16.5833 9.3 0; 47 16.5833 9.3 13.5; 48 16.5833 18.6 0; 49 16.5833 18.6 13.5;50 11.5 4.65223 0; 51 25 4.65223 0; 52 11.5 13.9534 0; 53 25 13.9534 0;MEMBER INCIDENCES1 1 3; 2 3 4; 3 4 7; 4 7 10; 5 10 9; 6 9 8; 7 8 5; 8 5 1; 9 5 6; 10 6 7;11 3 6; 12 6 9; 13 1 11; 14 3 12; 15 4 13; 16 5 14; 17 6 15; 18 7 16; 19 8 17;20 9 18; 21 10 19; 22 11 12; 23 12 46; 24 13 16; 25 16 19; 26 19 18; 27 18 17;28 17 14; 29 14 11; 30 14 15; 31 15 47; 32 12 15; 33 15 18; 34 11 20; 35 12 21;36 13 22; 37 14 23; 38 15 24; 39 16 25; 40 17 26; 41 18 27; 42 19 28; 43 20 21;44 21 48; 45 22 25; 46 25 28; 47 28 27; 48 27 26; 49 26 23; 50 23 20; 51 23 24;52 24 49; 53 21 24; 54 24 27; 55 20 29; 56 21 30; 57 22 31; 58 23 32; 59 24 33;60 25 34; 61 26 35; 62 27 36; 64 29 30; 65 30 31; 66 31 34; 69 36 35; 70 35 32;71 32 29; 72 32 33; 73 33 34; 74 30 33; 75 33 36; 76 18 38; 77 19 39; 78 16 40;79 19 41; 80 40 41; 81 39 38; 82 27 42; 83 28 43; 84 25 44; 85 28 45; 86 42 43;87 45 44; 90 46 47; 93 48 49; 96 50 51; 99 52 53; 100 48 22; 101 49 25;102 46 13; 103 47 16;DEFINE MATERIAL STARTISOTROPIC CONCRETEE 2.01771e+006POISSON 0.17DENSITY 0.668728ALPHA 5e-006DAMP 0.05TYPE CONCRETESTRENGTH FCU 2562.18END DEFINE MATERIALMEMBER PROPERTY INDIAN1 TO 12 22 TO 33 43 TO 54 64 TO 66 69 TO 87 90 93 96 99 TO 103 PRIS YD 1 ZD 113 TO 21 34 TO 42 55 TO 62 PRIS YD 1.16 ZD 0.7CONSTANTSMATERIAL CONCRETE ALLMEMBER CRACKED13 16 TO 21 34 37 TO 42 55 TO 61 -62 REDUCTION RIX 0.700000 RIY 0.700000 RIZ 0.7000001 TO 12 22 24 TO 30 32 33 43 45 TO 51 53 54 64 TO 66 69 TO 84 -85 REDUCTION RIX 0.350000 RIY 0.350000 RIZ 0.350000FLOOR DIAPHRAGMDIA 1 TYPE RIG HEI 9.3 JOINT 11 TO 19 38 TO 41 46 TO 49DIA 2 TYPE RIG HEI 18.6 JOINT 20 TO 28 42 TO 45DIA 3 TYPE RIG HEI 27.9 JOINT 29 TO 36SUPPORTS1 3 TO 10 FIXEDMEMBER RELEASE90 93 START MX MY MZ90 93 END MX MY MZ***Seismic Load Calculation***DEFINE 1893 LOADZONE 0.36 RF 5 I 1.2 SS 2 ST 1 DM 0.267 PX 0.277 PZ 0.5SELFWEIGHT ALL***Dead Load Seismic***LOAD 5 LOADTYPE Dead TITLE DEADSELFWEIGHT LIST 52 101SELFWEIGHT LIST 44 100SELFWEIGHT LIST 31 103SELFWEIGHT LIST 23 102SELFWEIGHT LIST 35SELFWEIGHT LIST 36SELFWEIGHT LIST 14SELFWEIGHT LIST 15MEMBER WEIGHT1 22 43 UNI 10.872 TO 8 24 TO 29 45 48 TO 50 54 90 93 UNI 7.67101 UNI 7.67 0 2.5654152 UNI 7.67 0 1.5494100 UNI 7.67 0 2.5654144 UNI 7.67 0 1.5494102 UNI 7.67 0 2.5654123 UNI 7.67 0 1.54949 30 UNI 5.210 TO 12 32 33 51 53 UNI 3.64103 UNI 3.64 0 2.5654131 UNI 3.64 0 1.549464 TO 66 69 TO 71 73 75 UNI 2.09FLOOR WEIGHTYRANGE 1 6 FLOAD 2.5 XRANGE 0 3.505 ZRANGE 0 8.23 YRANGE 1 6 FLOAD 2.5 XRANGE 3.505 8.717 ZRANGE 4.115 9.327 YRANGE 6 9 FLOAD 2.5 XRANGE 0 7.62 ZRANGE 0 8.23 YRANGE 1 6 FLOAD 1 XRANGE 0 3.505 ZRANGE 0 8.23 YRANGE 1 6 FLOAD 1 XRANGE 3.505 8.717 ZRANGE 3.505 9.237 YRANGE 1 6 FLOAD 1 XRANGE 3.505 7.62 ZRANGE 0 4.115 YRANGE 6 9 FLOAD 1 XRANGE 0 7.62 ZRANGE 0 8.23 YRANGE 1 6 FLOAD 1 XRANGE 0 3.505 ZRANGE 0 8.23 YRANGE 1 6 FLOAD 1 XRANGE 3.505 8.717 ZRANGE 4.115 9.327 ONEWAY LOADYRANGE 1 6 ONE 2.5 XRANGE 3.505 5.055 ZRANGE 0 4.115 YRANGE 1 6 ONE 1 XRANGE 3.505 5.055 ZRANGE 0 4.115 MEMBER LOAD31 52 96 99 101 103 UNI 3.32*** Live Load Seismic***LOAD 6 LOADTYPE Live TITLE LIVEFLOOR WEIGHTYRANGE 1 6 FLOAD 0.5 XRANGE 0 3.505 ZRANGE 0 8.23 YRANGE 1 6 FLOAD 0.5 XRANGE 3.505 8.717 ZRANGE 4.115 9.327 YRANGE 6 9 FLOAD 0 XRANGE 0 7.62 ZRANGE 0 8.23 ONEWAY LOADYRANGE 1 6 ONE 0.5 XRANGE 3.505 5.055 ZRANGE 0 4.115 MEMBER WEIGHT31 52 96 99 101 103 UNI 0.385LOAD 7 LOADTYPE Wind TITLE WIND X***Primary Load Defination***DEFINE WIND LOADTYPE 1 WIND 1INT 0.056764 HEIG 27.8871LOAD 1 LOADTYPE Seismic TITLE EQX1893 LOAD X 1LOAD 2 LOADTYPE Seismic TITLE EQX-1893 LOAD X -1LOAD 3 LOADTYPE Seismic TITLE EQZ1893 LOAD Z 1LOAD 4 LOADTYPE Seismic TITLE EQZ-1893 LOAD Z -1***Dead Load***LOAD 5 LOADTYPE Dead TITLE DEADSELFWEIGHT Y -1 LIST 1 TO 13 16 TO 22 24 TO 30 32 TO 34 37 TO 43 45 TO 51 -53 TO 62 64 TO 66 69 TO 85 90SELFWEIGHT Y -1 LIST 52 101SELFWEIGHT Y -1 LIST 44 100SELFWEIGHT Y -1 LIST 31 103SELFWEIGHT Y -1 LIST 23 102SELFWEIGHT Y -1 LIST 35SELFWEIGHT Y -1 LIST 36SELFWEIGHT Y -1 LIST 14SELFWEIGHT Y -1 LIST 15MEMBER LOAD1 22 43 UNI GY -10.872 TO 8 24 TO 29 45 48 TO 50 54 90 93 UNI GY -7.67101 UNI GY -7.67 0 2.5654152 UNI GY -7.67 0 1.5494100 UNI GY -7.67 0 2.5654144 UNI GY -7.67 0 1.5494102 UNI GY -7.67 0 2.5654123 UNI GY -7.67 0 1.54949 30 UNI GY -5.210 TO 12 32 33 51 53 UNI GY -3.64103 UNI GY -3.64 0 2.5654131 UNI GY -3.64 0 1.549464 TO 66 69 TO 71 73 75 UNI GY -2.09FLOOR LOADYRANGE 1 6 FLOAD -2.5 XRANGE 0 3.505 ZRANGE 0 8.23 GYYRANGE 1 6 FLOAD -2.5 XRANGE 3.505 8.717 ZRANGE 4.115 9.327 GYYRANGE 6 9 FLOAD -2.5 XRANGE 0 7.62 ZRANGE 0 8.23 GYYRANGE 1 6 FLOAD -1 XRANGE 0 3.505 ZRANGE 0 8.23 GYYRANGE 1 6 FLOAD -1 XRANGE 3.505 8.717 ZRANGE 3.505 9.237 GYYRANGE 1 6 FLOAD -1 XRANGE 3.505 7.62 ZRANGE 0 4.115 GYYRANGE 6 9 FLOAD -1 XRANGE 0 7.62 ZRANGE 0 8.23 GYYRANGE 1 6 FLOAD -1 XRANGE 0 3.505 ZRANGE 0 8.23 GYYRANGE 1 6 FLOAD -1 XRANGE 3.505 8.717 ZRANGE 4.115 9.327 GYONEWAY LOADYRANGE 1 6 ONE -2.5 XRANGE 3.505 5.055 ZRANGE 0 4.115 GYYRANGE 1 6 ONE -1 XRANGE 3.505 5.055 ZRANGE 0 4.115 GYMEMBER LOAD31 52 96 99 101 103 UNI GY -3.32*** Live Load***LOAD 6 LOADTYPE Live TITLE LIVEFLOOR LOADYRANGE 1 6 FLOAD -2 XRANGE 0 3.505 ZRANGE 0 8.23 GYYRANGE 1 6 FLOAD -2 XRANGE 3.505 8.717 ZRANGE 4.115 9.327 GYYRANGE 6 9 FLOAD -1.5 XRANGE 0 7.62 ZRANGE 0 8.23 GYONEWAY LOADYRANGE 1 6 ONE -2 XRANGE 3.505 5.055 ZRANGE 0 4.115 GYMEMBER LOAD31 52 96 99 101 103 UNI GY -0.77LOAD 7 LOADTYPE Wind TITLE WIND XWIND LOAD X 1 TYPE 1 XR 0 3.28083 YR 0 29.5275 ZR 0 27.0013WIND LOAD -X -1 TYPE 1 XR 16.4042 26.2467 YR 0 29.5275 ZR 0 29.5275WIND LOAD Z 1 TYPE 1 XR 0 26.2467 YR 0 29.5275 ZR 0 3.28083WIND LOAD -Z -1 TYPE 1 XR 0 26.2467 YR 0 29.5275 ZR 19.685 29.5275
Hello,
This is not the full editor file. can you please share the .std file here for investigation?
DHANAJI - Copy.std
Please help.
Hi,
There are some points you need to take care.
1. Under seismic load there is one "Floor Load", make it "Floor Weight".
2. Floor Diaphragm should be placed after supports. Also you need to define Floor Diaphragm after a mass reference load case.
Sir,
after making changes still there is same problem.Can u please help me by editing in staad file.
5633.DHANAJI - Copy.std
I have modified your file. Please check. Also, you need to check and revise the ranges used in floor load generation. You may find warnings for those.
4578.DHANAJI - Copy.std