This document contains the input file for a structural analysis software (STAAD SPACE) for a building project. It includes the joint coordinates, member incidences, material properties, support conditions, and multiple load cases representing dead loads, live loads, and seismic loads that will be analyzed. Load combinations are defined at the end for foundation design checking.

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

5. 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

6. 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

7. 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