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STAAD SPACE Frame Analysis Job
1.
STAAD SPACE START JOB
INFORMATION ENGINEER DATE 30-Jan-13 END JOB INFORMATION INPUT WIDTH 79 UNIT METER MTON JOINT COORDINATES 1 0 204.77 0; 2 7.23 204.77 0; 3 0 204.77 4.365; 4 7.23 204.77 4.365; 5 0 204.77 8.615; 6 7.23 204.77 8.615; 7 0 204.77 12.865; 8 7.23 204.77 12.865; 9 0 204.77 17.23; 10 7.23 204.77 17.23; 11 0 206.58 0; 12 7.23 206.58 0; 13 0 206.58 4.365; 14 7.23 206.58 4.365; 15 0 206.58 8.615; 16 7.23 206.58 8.615; 17 0 206.58 12.865; 18 7.23 206.58 12.865; 19 0 206.58 17.23; 20 7.23 206.58 17.23; 21 0 209.88 0; 22 7.23 209.88 0; 23 0 209.88 4.365; 24 7.23 209.88 4.365; 25 0 209.88 8.615; 26 7.23 209.88 8.615; 27 0 209.88 12.865; 28 7.23 209.88 12.865; 29 0 209.88 17.23; 30 7.23 209.88 17.23; 31 0 213.6 0; 32 7.23 213.6 0; 33 0 213.6 4.365; 34 7.23 213.6 4.365; 35 0 213.6 8.615; 36 7.23 213.6 8.615; 37 0 213.6 12.865; 38 7.23 213.6 12.865; 39 0 213.6 17.23; 40 7.23 213.6 17.23; 41 0 211.38 17.23; 42 7.23 211.38 17.23; 44 0.525 213.6 4.365; 45 0.525 213.6 8.615; 46 0.525 213.6 12.865; 49 6.705 213.6 4.365; 50 6.705 213.6 8.615; 51 6.705 213.6 12.865; 53 0 215.7 0; 54 7.23 215.7 0; 55 0 215.7 4.365; 56 7.23 215.7 4.365; 57 0 215.7 8.615; 58 7.23 215.7 8.615; 59 0 215.7 12.865; 60 7.23 215.7 12.865; 61 0 215.7 17.23; 62 7.23 215.7 17.23; 63 3.615 215.7 0; 64 3.615 215.7 4.365; 65 3.615 215.7 8.615; 66 3.615 215.7 12.865; 67 3.615 215.7 17.23; 68 0 206.18 17.23; 69 7.23 206.18 17.23; MEMBER INCIDENCES 1 1 11; 2 11 21; 3 2 12; 4 12 22; 5 3 13; 6 13 23; 7 4 14; 8 14 24; 9 5 15; 10 15 25; 11 6 16; 12 16 26; 13 7 17; 14 17 27; 15 8 18; 16 18 28; 17 9 68; 18 19 29; 19 10 69; 20 20 30; 21 11 12; 26 11 13; 27 13 15; 28 15 17; 29 17 19; 30 12 14; 31 14 16; 32 16 18; 33 18 20; 34 21 31; 35 22 32; 36 23 33; 37 24 34; 38 25 35; 39 26 36; 40 27 37; 41 28 38; 42 29 41; 43 30 42; 44 21 22; 49 21 23; 50 23 25; 51 25 27; 52 27 29; 53 22 24; 54 24 26; 55 26 28; 56 28 30; 57 41 39; 58 42 40; 59 41 42; 61 33 44; 62 35 45; 63 37 46; 66 49 34; 67 50 36; 68 51 38; 70 31 53; 71 32 54; 72 33 55; 73 34 56; 74 35 57; 75 36 58; 76 37 59; 77 38 60; 78 39 61; 79 40 62; 80 53 63; 81 55 64; 82 57 65; 83 59 66; 84 61 67; 85 53 55; 86 55 57; 87 57 59; 88 59 61; 89 54 56; 90 56 58; 91 58 60; 92 60 62; 93 63 54; 94 64 56; 95 65 58; 96 66 60; 97 67 62; 98 63 64; 99 64 65; 100 65 66; 101 66 67; 102 31 32; 103 39 40; 104 68 19; 105 69 20; 106 68 69; MEMBER RELEASE 98 START MZ 101 END MZ DEFINE MATERIAL START ISOTROPIC CONCRETE E 2.21467e+006 POISSON 0.17 DENSITY 2.40262 ALPHA 1e-005 DAMP 0.05 END DEFINE MATERIAL MEMBER PROPERTY INDIAN 1 TO 20 34 TO 43 57 58 70 TO 79 104 105 PRIS YD 0.6 ZD 0.35 26 TO 33 PRIS YD 0.45 ZD 0.3 49 TO 56 PRIS YD 0.45 ZD 0.23 44 80 TO 97 PRIS YD 0.6 ZD 0.23 98 TO 101 PRIS YD 0.45 ZD 0.3 21 106 PRIS YD 0.6 ZD 0.3 61 TO 63 66 TO 68 PRIS YD 0.4 ZD 0.3 MEMBER PROPERTY INDIAN 59 102 103 PRIS YD 0.6 ZD 0.23 CONSTANTS MATERIAL CONCRETE ALL SUPPORTS 1 TO 10 FIXED CUT OFF MODE SHAPE 40 DEFINE 1893 LOAD ZONE 0.36 RF 5 I 1.5 SS 2 ST 1 DM 0.05 PX 0.45 PZ 0.45 JOINT WEIGHT 11 WEIGHT 15.794 12 WEIGHT 15.798 13 WEIGHT 12.666 14 WEIGHT 12.66 15 WEIGHT 11.93 16 WEIGHT 11.931 17 WEIGHT 12.345 18 WEIGHT 12.345 19 WEIGHT 6.109 20 WEIGHT 6.108 21 WEIGHT 17.147 22 WEIGHT 16.77 Page: 1
2.
23 WEIGHT 16.113 24
WEIGHT 16.13 25 WEIGHT 15.482 26 WEIGHT 15.48 27 WEIGHT 16.079 28 WEIGHT 16.077 29 WEIGHT 8.035 30 WEIGHT 8.038 31 WEIGHT 11.732 32 WEIGHT 9.692 33 WEIGHT 7.09 34 WEIGHT 5.01 35 WEIGHT 7.09 36 WEIGHT 5.01 37 WEIGHT 7.09 38 WEIGHT 5.01 39 WEIGHT 11.356 40 WEIGHT 9.311 41 WEIGHT 6.29 42 WEIGHT 5.891 53 WEIGHT 9.883 54 WEIGHT 9.874 55 WEIGHT 16.665 56 WEIGHT 16.656 57 WEIGHT 15.577 58 WEIGHT 15.566 59 WEIGHT 16.608 60 WEIGHT 16.598 61 WEIGHT 9.932 62 WEIGHT 9.925 68 WEIGHT 13.944 69 WEIGHT 13.944 LOAD 1 LOADTYPE None TITLE SPECTRUM X-DIRECTION JOINT LOAD 11 FX 15.794 FY 15.794 FZ 15.794 12 FX 15.798 FY 15.798 FZ 15.798 13 FX 12.666 FY 12.666 FZ 12.666 14 FX 12.66 FY 12.66 FZ 12.66 15 FX 11.93 FY 11.93 FZ 11.93 16 FX 11.931 FY 11.931 FZ 11.931 17 FX 12.345 FY 12.345 FZ 12.345 18 FX 12.345 FY 12.345 FZ 12.345 19 FX 6.109 FY 6.109 FZ 6.109 20 FX 6.108 FY 6.108 FZ 6.108 21 FX 17.147 FY 17.147 FZ 17.147 22 FX 16.77 FY 16.77 FZ 16.77 23 FX 16.113 FY 16.113 FZ 16.113 24 FX 16.13 FY 16.13 FZ 16.13 25 FX 15.482 FY 15.482 FZ 15.482 26 FX 15.48 FY 15.48 FZ 15.48 27 FX 16.079 FY 16.079 FZ 16.079 28 FX 16.077 FY 16.077 FZ 16.077 29 FX 8.035 FY 8.035 FZ 8.035 30 FX 8.038 FY 8.038 FZ 8.038 31 FX 11.732 FY 11.732 FZ 11.732 32 FX 9.692 FY 9.692 FZ 9.692 33 FX 7.09 FY 7.09 FZ 7.09 34 FX 5.01 FY 5.01 FZ 5.01 35 FX 7.09 FY 7.09 FZ 7.09 36 FX 5.01 FY 5.01 FZ 5.01 37 FX 7.09 FY 7.09 FZ 7.09 38 FX 5.01 FY 5.01 FZ 5.01 39 FX 11.356 FY 11.356 FZ 11.356 40 FX 9.311 FY 9.311 FZ 9.311 41 FX 6.29 FY 6.29 FZ 6.29 42 FX 5.891 FY 5.891 FZ 5.891 53 FX 9.883 FY 9.883 FZ 9.883 54 FX 9.874 FY 9.874 FZ 9.874 55 FX 16.665 FY 16.665 FZ 16.665 56 FX 16.656 FY 16.656 FZ 16.656 57 FX 15.577 FY 15.577 FZ 15.577 58 FX 15.566 FY 15.566 FZ 15.566 59 FX 16.608 FY 16.608 FZ 16.608 60 FX 16.598 FY 16.598 FZ 16.598 61 FX 9.932 FY 9.932 FZ 9.932 62 FX 9.925 FY 9.925 FZ 9.925 68 FX 13.944 FY 13.944 FZ 13.944 69 FX 13.944 FY 13.944 FZ 13.944 SPECTRUM CQC 1893 TOR X 0.054 ACC SCALE 1 DAMP 0.05 MIS SOIL TYPE 2 Page: 2
3.
LOAD 2 LOADTYPE
None TITLE SPECTRUM Z-DIRECTION SPECTRUM CQC 1893 TOR Z 0.054 ACC SCALE 1 DAMP 0.05 MIS SOIL TYPE 2 LOAD 3 LOADTYPE None TITLE DL SELFWEIGHT Y -1 ****WALL LOADS MEMBER LOAD 21 26 TO 33 UNI GY -2.1 106 UNI GY -3.2 49 TO 56 UNI GY -3 59 UNI GY -0.9 44 UNI GY -1.8 102 103 UNI GY -1 ****PARAPET LOADS 80 84 TO 93 97 UNI GY -0.45 84 TO 88 97 UMOM X 0.2 80 89 TO 93 UMOM X -0.2 ****DEAD LOAD OF SLAB FLOOR LOAD YRANGE 215.7 215.7 FLOAD -0.65 XRANGE 0 7.23 ZRANGE 0 17.23 GY ****600 MM CHAJJA PROJECTION MEMBER LOAD 44 UNI GY -0.35 0 2 44 UNI GY -0.35 3.5 5.5 44 UMOM X -0.2 0 2 44 UMOM X -0.2 3.5 5.5 59 UNI GY -0.35 0.815 4.815 59 UMOM X 0.2 0.815 4.815 LOAD 4 LOADTYPE None TITLE LL ****DEAD LOAD OF SLAB FLOOR LOAD YRANGE 215.7 215.7 FLOAD -0.15 XRANGE 0 7.23 ZRANGE 0 17.23 GY LOAD 5 LOADTYPE None TITLE CL1 MEMBER LOAD 61 TO 63 CON GY -5.47 66 TO 68 CON GY -3.39 102 103 CON GY -3.39 6.9675 102 103 CON GY -5.47 0.2625 LOAD 6 LOADTYPE None TITLE CL2 MEMBER LOAD 66 TO 68 CON GY -5.47 61 TO 63 CON GY -3.39 102 103 CON GY -5.47 6.9675 102 103 CON GY -3.39 0.2625 LOAD 7 LOADTYPE None TITLE CST MEMBER LOAD 61 TO 63 CON GX 0.32 102 103 CON GX 0.32 0.2625 LOAD 8 LOADTYPE None TITLE CSL1 MEMBER LOAD 102 CON Z 0.28 0.2625 102 CON Z 0.18 6.9675 LOAD 9 LOADTYPE None TITLE CSL2 MEMBER LOAD 102 CON GZ 0.28 6.9675 102 CON GZ 0.18 0.2625 *********************************** *****LOAD COMBINATIONS FOR FOUNDATION DESIGN********** LOAD COMB 201 (DL+LL) 3 1.0 4 1.0 LOAD COMB 202 (DL+LL+CLA+CST) 3 1.0 4 1.0 5 1.0 7 1.0 LOAD COMB 203 (DL+LL+CLA-CST) 3 1.0 4 1.0 5 1.0 7 -1.0 LOAD COMB 204 (DL+LL+CLB+CST) 3 1.0 4 1.0 6 1.0 7 1.0 LOAD COMB 205 (DL+LL+CLB-CST) 3 1.0 4 1.0 6 1.0 7 -1.0 LOAD COMB 206 (DL+LL+CLA+CSLA) 3 1.0 4 1.0 5 1.0 8 1.0 LOAD COMB 207 (DL+LL+CLA-CSLA) 3 1.0 4 1.0 5 1.0 8 -1.0 LOAD COMB 208 (DL+LL+CLB+CSLB) 3 1.0 4 1.0 6 1.0 9 1.0 LOAD COMB 209 (DL+LL+CLB-CSLB) 3 1.0 4 1.0 6 1.0 9 -1.0 *****X-DIRECTION LOAD COMB 210 (DL+LL+EQX) 3 1.0 4 1.0 1 1.0 LOAD COMB 211 (DL+LL+EQX) Page: 3
4.
3 1.0 4
1.0 1 -1.0 LOAD COMB 212 (DL+LL+CLA+CST+EQX) 3 1.0 4 1.0 5 1.0 7 1.0 1 1.0 LOAD COMB 213 (DL+LL+CLA-CST+EQX) 3 1.0 4 1.0 5 1.0 7 -1.0 1 1.0 LOAD COMB 214 (DL+LL+CLA+CST-EQX) 3 1.0 4 1.0 5 1.0 7 1.0 1 -1.0 LOAD COMB 215 (DL+LL+CLA-CST-EQX) 3 1.0 4 1.0 5 1.0 7 -1.0 1 -1.0 LOAD COMB 216 (DL+LL+CLB+CST+EQX) 3 1.0 4 1.0 6 1.0 7 1.0 1 1.0 LOAD COMB 217 (DL+LL+CLB-CST+EQX) 3 1.0 4 1.0 6 1.0 7 -1.0 1 1.0 LOAD COMB 218 (DL+LL+CLB+CST-EQX) 3 1.0 4 1.0 6 1.0 7 1.0 1 -1.0 LOAD COMB 219 (DL+LL+CLB-CST-EQX) 3 1.0 4 1.0 6 1.0 7 -1.0 1 -1.0 LOAD COMB 220 (DL+LL+CLA+CSLA+EQX) 3 1.0 4 1.0 5 1.0 8 1.0 1 1.0 LOAD COMB 221 (DL+LL+CLA-CSLA+EQX) 3 1.0 4 1.0 5 1.0 8 -1.0 1 1.0 LOAD COMB 222 (DL+LL+CLA+CSLA-EQX) 3 1.0 4 1.0 5 1.0 8 1.0 1 -1.0 LOAD COMB 223 (DL+LL+CLA-CSLA-EQX) 3 1.0 4 1.0 5 1.0 8 -1.0 1 -1.0 LOAD COMB 224 (DL+LL+CLB+CSLB+EQX) 3 1.0 4 1.0 6 1.0 9 1.0 1 1.0 LOAD COMB 225 (DL+LL+CLB-CSLB+EQX) 3 1.0 4 1.0 6 1.0 9 -1.0 1 1.0 LOAD COMB 226 (DL+LL+CLB+CSLB-EQX) 3 1.0 4 1.0 6 1.0 9 1.0 1 -1.0 LOAD COMB 227 (DL+LL+CLB-CSLB-EQX) 3 1.0 4 1.0 6 1.0 9 -1.0 1 -1.0 *****Z-DIRECTION LOAD COMB 228 (DL+LL+EQZ) 3 1.0 4 1.0 2 1.0 LOAD COMB 229 (DL+LL+EQZ) 3 1.0 4 1.0 2 -1.0 LOAD COMB 230 (DL+LL+CLA+CST+EQZ) 3 1.0 4 1.0 5 1.0 7 1.0 2 1.0 LOAD COMB 231 (DL+LL+CLA-CST+EQZ) 3 1.0 4 1.0 5 1.0 7 -1.0 2 1.0 LOAD COMB 232 (DL+LL+CLA+CST-EQZ) 3 1.0 4 1.0 5 1.0 7 1.0 2 -1.0 LOAD COMB 233 (DL+LL+CLA-CST-EQZ) 3 1.0 4 1.0 5 1.0 7 -1.0 2 -1.0 LOAD COMB 234 (DL+LL+CLB+CST+EQZ) 3 1.0 4 1.0 6 1.0 7 1.0 2 1.0 LOAD COMB 235 (DL+LL+CLB-CST+EQZ) 3 1.0 4 1.0 6 1.0 7 -1.0 2 1.0 LOAD COMB 236 (DL+LL+CLB+CST-EQZ) 3 1.0 4 1.0 6 1.0 7 1.0 2 -1.0 LOAD COMB 237 (DL+LL+CLB-CST-EQZ) 3 1.0 4 1.0 6 1.0 7 -1.0 2 -1.0 LOAD COMB 238 (DL+LL+CLA+CSLA+EQZ) 3 1.0 4 1.0 5 1.0 8 1.0 2 1.0 LOAD COMB 239 (DL+LL+CLA-CSLA+EQZ) 3 1.0 4 1.0 5 1.0 8 -1.0 2 1.0 LOAD COMB 240 (DL+LL+CLA+CSLA-EQZ) 3 1.0 4 1.0 5 1.0 8 1.0 2 -1.0 LOAD COMB 241 (DL+LL+CLA-CSLA-EQZ) 3 1.0 4 1.0 5 1.0 8 -1.0 2 -1.0 LOAD COMB 242 (DL+LL+CLB+CSLB+EQZ) 3 1.0 4 1.0 6 1.0 9 1.0 2 1.0 LOAD COMB 243 (DL+LL+CLB-CSLB+EQZ) 3 1.0 4 1.0 6 1.0 9 -1.0 2 1.0 LOAD COMB 244 (DL+LL+CLB+CSLB-EQZ) 3 1.0 4 1.0 6 1.0 9 1.0 2 -1.0 LOAD COMB 245 (DL+LL+CLB-CSLB-EQZ) 3 1.0 4 1.0 6 1.0 9 -1.0 2 -1.0 *****LOAD COMBINATIONS FOR BEAM & COLUMN DESIGN********** LOAD COMB 301 (DL+LL)1.5 3 1.5 4 1.5 LOAD COMB 302 (DL+LL+CLA+CST)1.5 3 1.5 4 1.5 5 1.5 7 1.5 LOAD COMB 303 (DL+LL+CLA-CST)1.5 3 1.5 4 1.5 5 1.5 7 -1.5 LOAD COMB 304 (DL+LL+CLB+CST)1.5 3 1.5 4 1.5 6 1.5 7 1.5 LOAD COMB 305 (DL+LL+CLB-CST)1.5 Page: 4
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3 1.5 4
1.5 6 1.5 7 -1.5 LOAD COMB 306 (DL+LL+CLA+CSLA)1.5 3 1.5 4 1.5 5 1.5 8 1.5 LOAD COMB 307 (DL+LL+CLA-CSLA)1.5 3 1.5 4 1.5 5 1.5 8 -1.5 LOAD COMB 308 (DL+LL+CLB+CSLB)1.5 3 1.5 4 1.5 6 1.5 9 1.5 LOAD COMB 309 (DL+LL+CLB-CSLB)1.5 3 1.5 4 1.5 6 1.5 9 -1.5 *****X-DIRECTION LOAD COMB 310 (DL+LL+EQX)1.2 3 1.2 4 1.2 1 1.2 LOAD COMB 311 (DL+LL+EQX)1.2 3 1.2 4 1.2 1 -1.2 LOAD COMB 312 (DL+LL+CLA+CST+EQX)1.2 3 1.2 4 1.2 5 1.2 7 1.2 1 1.2 LOAD COMB 313 (DL+LL+CLA-CST+EQX)1.2 3 1.2 4 1.2 5 1.2 7 -1.2 1 1.2 LOAD COMB 314 (DL+LL+CLA+CST-EQX)1.2 3 1.2 4 1.2 5 1.2 7 1.2 1 -1.2 LOAD COMB 315 (DL+LL+CLA-CST-EQX)1.2 3 1.2 4 1.2 5 1.2 7 -1.2 1 -1.2 LOAD COMB 316 (DL+LL+CLB+CST+EQX)1.2 3 1.2 4 1.2 6 1.2 7 1.2 1 1.2 LOAD COMB 317 (DL+LL+CLB-CST+EQX)1.2 3 1.2 4 1.2 6 1.2 7 -1.2 1 1.2 LOAD COMB 318 (DL+LL+CLB+CST-EQX)1.2 3 1.2 4 1.2 6 1.2 7 1.2 1 -1.2 LOAD COMB 319 (DL+LL+CLB-CST-EQX)1.2 3 1.2 4 1.2 6 1.2 7 -1.2 1 -1.2 LOAD COMB 320 (DL+LL+CLA+CSLA+EQX)1.2 3 1.2 4 1.2 5 1.2 8 1.2 1 1.2 LOAD COMB 321 (DL+LL+CLA-CSLA+EQX)1.2 3 1.2 4 1.2 5 1.2 8 -1.2 1 1.2 LOAD COMB 322 (DL+LL+CLA+CSLA-EQX)1.2 3 1.2 4 1.2 5 1.2 8 1.2 1 -1.2 LOAD COMB 323 (DL+LL+CLA-CSLA-EQX)1.2 3 1.2 4 1.2 5 1.2 8 -1.2 1 -1.2 LOAD COMB 324 (DL+LL+CLB+CSLB+EQX)1.2 3 1.2 4 1.2 6 1.2 9 1.2 1 1.2 LOAD COMB 325 (DL+LL+CLB-CSLB+EQX)1.2 3 1.2 4 1.2 6 1.2 9 -1.2 1 1.2 LOAD COMB 326 (DL+LL+CLB+CSLB-EQX)1.2 3 1.2 4 1.2 6 1.2 9 1.2 1 -1.2 LOAD COMB 327 (DL+LL+CLB-CSLB-EQX)1.2 3 1.2 4 1.2 6 1.2 9 -1.2 1 -1.2 *****Z-DIRECTION LOAD COMB 328 (DL+LL+EQZ)1.2 3 1.2 4 1.2 2 1.2 LOAD COMB 329 (DL+LL+EQZ)1.2 3 1.2 4 1.2 2 -1.2 LOAD COMB 330 (DL+LL+CLA+CST+EQZ)1.2 3 1.2 4 1.2 5 1.2 7 1.2 2 1.2 LOAD COMB 331 (DL+LL+CLA-CST+EQZ)1.2 3 1.2 4 1.2 5 1.2 7 -1.2 2 1.2 LOAD COMB 332 (DL+LL+CLA+CST-EQZ)1.2 3 1.2 4 1.2 5 1.2 7 1.2 2 -1.2 LOAD COMB 333 (DL+LL+CLA-CST-EQZ)1.2 3 1.2 4 1.2 5 1.2 7 -1.2 2 -1.2 LOAD COMB 334 (DL+LL+CLB+CST+EQZ)1.2 3 1.2 4 1.2 6 1.2 7 1.2 2 1.2 LOAD COMB 335 (DL+LL+CLB-CST+EQZ)1.2 3 1.2 4 1.2 6 1.2 7 -1.2 2 1.2 LOAD COMB 336 (DL+LL+CLB+CST-EQZ)1.2 3 1.2 4 1.2 6 1.2 7 1.2 2 -1.2 LOAD COMB 337 (DL+LL+CLB-CST-EQZ)1.2 3 1.2 4 1.2 6 1.2 7 -1.2 2 -1.2 LOAD COMB 338 (DL+LL+CLA+CSLA+EQZ)1.2 3 1.2 4 1.2 5 1.2 8 1.2 2 1.2 LOAD COMB 339 (DL+LL+CLA-CSLA+EQZ)1.2 3 1.2 4 1.2 5 1.2 8 -1.2 2 1.2 LOAD COMB 340 (DL+LL+CLA+CSLA-EQZ)1.2 3 1.2 4 1.2 5 1.2 8 1.2 2 -1.2 LOAD COMB 341 (DL+LL+CLA-CSLA-EQZ)1.2 3 1.2 4 1.2 5 1.2 8 -1.2 2 -1.2 LOAD COMB 342 (DL+LL+CLB+CSLB+EQZ)1.2 3 1.2 4 1.2 6 1.2 9 1.2 2 1.2 LOAD COMB 343 (DL+LL+CLB-CSLB+EQZ)1.2 3 1.2 4 1.2 6 1.2 9 -1.2 2 1.2 LOAD COMB 344 (DL+LL+CLB+CSLB-EQZ)1.2 Page: 5
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3 1.2 4
1.2 6 1.2 9 1.2 2 -1.2 LOAD COMB 345 (DL+LL+CLB-CSLB-EQZ)1.2 3 1.2 4 1.2 6 1.2 9 -1.2 2 -1.2 ************************************* *****X-DIRECTION LOAD COMB 346 0.9DL+1.5EQX 3 0.9 1 1.5 LOAD COMB 347 0.9DL+1.5EQX 3 0.9 1 -1.5 LOAD COMB 348 0.9DL+(CLA+CST+EQX)1.5 3 0.9 5 1.5 7 1.5 1 1.5 LOAD COMB 349 0.9DL+(CLA-CST+EQX)1.5 3 0.9 5 1.5 7 -1.5 1 1.5 LOAD COMB 350 0.9DL+(CLA+CST-EQX)1.5 3 0.9 5 1.5 7 1.5 1 -1.5 LOAD COMB 351 0.9DL+(CLA-CST-EQX)1.5 3 0.9 5 1.5 7 -1.5 1 -1.5 LOAD COMB 352 0.9DL+(CLB+CST+EQX)1.5 3 0.9 6 1.5 7 1.5 1 1.5 LOAD COMB 353 0.9DL+(CLB-CST+EQX)1.5 3 0.9 6 1.5 7 -1.5 1 1.5 LOAD COMB 354 0.9DL+(CLB+CST-EQX)1.5 3 0.9 6 1.5 7 1.5 1 -1.5 LOAD COMB 355 0.9DL+(CLB-CST-EQX)1.5 3 0.9 6 1.5 7 -1.5 1 -1.5 LOAD COMB 356 0.9DL+(CLA+CSLA+EQX)1.5 3 0.9 5 1.5 8 1.5 1 1.5 LOAD COMB 357 0.9DL+CLA-CSLA+EQX)1.5 3 0.9 5 1.5 8 -1.5 1 1.5 LOAD COMB 358 0.9DL+(CLA+CSLA-EQX)1.5 3 0.9 5 1.5 8 1.5 1 -1.5 LOAD COMB 359 0.9DL+CLA-CSLA-EQX)1.5 3 0.9 5 1.5 8 -1.5 1 -1.5 LOAD COMB 360 0.9DL+(CLB+CSLB+EQX)1.5 3 0.9 6 1.5 9 1.5 1 1.5 LOAD COMB 361 0.9DL+(CLB-CSLB+EQX)1.5 3 0.9 6 1.5 9 -1.5 1 1.5 LOAD COMB 362 0.9DL+(CLB+CSLB-EQX)1.5 3 0.9 6 1.5 9 1.5 1 -1.5 LOAD COMB 363 0.9DL+(CLB-CSLB-EQX)1.5 3 0.9 6 1.5 9 -1.5 1 -1.5 *****Z-DIRECTION LOAD COMB 364 0.9DL+1.5EQZ 3 0.9 2 1.5 LOAD COMB 365 0.9DL+1.5EQZ 3 0.9 2 -1.5 LOAD COMB 366 0.9DL+(CLA+CST+EQZ)1.5 3 0.9 5 1.5 7 1.5 2 1.5 LOAD COMB 367 0.9DL+(CLA-CST+EQZ)1.5 3 0.9 5 1.5 7 -1.5 2 1.5 LOAD COMB 368 0.9DL+(CLA+CST-EQZ)1.5 3 0.9 5 1.5 7 1.5 2 -1.5 LOAD COMB 369 0.9DL+(CLA-CST-EQZ)1.5 3 0.9 5 1.5 7 -1.5 2 -1.5 LOAD COMB 370 0.9DL+(CLB+CST+EQZ)1.5 3 0.9 6 1.5 7 1.5 2 1.5 LOAD COMB 371 0.9DL+(CLB-CST+EQZ)1.5 3 0.9 6 1.5 7 -1.5 2 1.5 LOAD COMB 372 0.9DL+(CLB+CST-EQZ)1.5 3 0.9 6 1.5 7 1.5 2 -1.5 LOAD COMB 373 0.9DL+(CLB-CST-EQZ)1.5 3 0.9 6 1.5 7 -1.5 2 -1.5 LOAD COMB 374 0.9DL+(CLA+CSLA+EQZ)1.5 3 0.9 5 1.5 8 1.5 2 1.5 LOAD COMB 375 0.9DL+(CLA-CSLA+EQZ)1.5 3 0.9 5 1.5 8 -1.5 2 1.5 LOAD COMB 376 0.9DL+(CLA+CSLA-EQZ)1.5 3 0.9 5 1.5 8 1.5 2 -1.5 LOAD COMB 377 0.9DL+(CLA-CSLA-EQZ)1.5 3 0.9 5 1.5 8 -1.5 2 -1.5 LOAD COMB 378 0.9DL+(CLB+CSLB+EQZ)1.5 3 0.9 6 1.5 9 1.5 2 1.5 LOAD COMB 379 0.9DL+(CLB-CSLB+EQZ)1.5 3 0.9 6 1.5 9 -1.5 2 1.5 LOAD COMB 380 0.9DL+(CLB+CSLB-EQZ)1.5 3 0.9 6 1.5 9 1.5 2 -1.5 LOAD COMB 381 0.9DL+(CLB-CSLB-EQZ)1.5 3 0.9 6 1.5 9 -1.5 2 -1.5 ************************************* PERFORM ANALYSIS PRINT STATICS CHECK Page: 6
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LOAD LIST 301
TO 381 START CONCRETE DESIGN CODE INDIAN UNIT MMS NEWTON FC 25 MEMB 1 TO 21 26 TO 44 49 TO 59 61 TO 63 66 TO 68 70 TO 101 FYMAIN 500 MEMB 1 TO 21 26 TO 44 49 TO 59 61 TO 63 66 TO 68 70 TO 101 FYSEC 500 MEMB 1 TO 21 26 TO 44 49 TO 59 61 TO 63 66 TO 68 70 TO 101 104 TO 106 CLEAR 40 MEMB 1 TO 20 34 TO 43 57 58 70 TO 79 CLEAR 25 MEMB 21 26 TO 33 44 49 TO 56 59 61 TO 63 66 TO 68 80 TO 101 ELY 1.872 MEMB 34 TO 41 ELY 3.32 MEMB 70 TO 77 ELZ 7.25 MEMB 5 7 9 11 13 15 ELZ 3.97 MEMB 6 8 10 12 14 16 ELZ 3.53 MEMB 36 TO 41 ELZ 6.25 MEMB 72 TO 77 ELY 1.54 MEMB 17 19 ELY 5.44 MEMB 104 105 ELZ 15.6 MEMB 104 105 ELZ 1.88 MEMB 18 20 ELZ 4.164 MEMB 42 43 ELY 4.66 MEMB 42 43 ELY 3.144 MEMB 57 58 ELY 3.32 MEMB 78 79 DESIGN COLUMN 1 TO 20 34 TO 43 57 58 70 TO 79 104 105 DESIGN BEAM 21 26 TO 33 44 49 TO 56 59 61 TO 63 66 TO 68 80 TO 103 106 END CONCRETE DESIGN FINISH Page: 7
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