TVR G+1

DEAD LOAD CALCULATION

Unit weight of Concrete = 25 KN/m3

Unit weight of Brick = 22 KN/m3
Unit weight of Sand = 20 KN/m3

I) Brick Wall Load calculations:

Plinth beam Level:

MAIN WALL LOAD

Wall thickness = 230 mm
Height of wall above Plinth Beam = 3.2 m
Weight of wall over Plinth Beam = 0.23 x 3.2 x 22
= 16.19 KN/m

REDUCED MAIN WALL LOAD

Wall load has reduced to 15% due to
0.85 %
doors and windows =
= 0.85 x 16.19
13.76 KN/m

PARTITION WALL LOAD

Wall thickness = 115 mm
Height of wall above Plinth Beam = 3.2 m
Weight of wall over Plinth Beam = 0.115 x 3.2 x 22
= 7.36 KN/m

REDUCED PARTITION WALL LOAD

Wall load has reduced to 15% due to
0.9 %
doors and windows =
= 0.9 x 7.36
6.62 KN/m
Floor beam Level:

MAIN WALL LOAD

Wall thickness = 230 mm
Height of wall above Floor Beam = 3.2 m
Weight of wall over Floor Beam = 0.23 x 3.2 x 22
= 16.19 KN/m

REDUCED MAIN WALL LOAD

Wall load has reduced to 15% due to
0.85 %
doors and windows =
= 0.85 x 16.19
13.76 KN/m

PARTITION WALL LOAD

Wall thickness = 115 mm
Height of wall above Floor Beam = 3.2 m
Weight of wall over Floor Beam = 0.115 x 3.2 x 22
= 7.36 KN/m

REDUCED PARTITION WALL LOAD

Wall load has reduced to 15% due to
0.9 %
doors and windows =
= 0.9 x 7.36
6.62 KN/m

Parapet Wall Load Calculations:

Terrace Level
wall thickness = 230 mm
Height of wall above Beam = 0.9 m
Weight of wall over Beam = 0.23 x 0.9 x 22
= 4.55 KN/m

Staircase Head Room:

wall thickness = 230 mm

Beam size = 200 x 375 mm
Height of wall above Beam = 2.4 m
Weight of wall over Beam = 0.23 x 2.4 x 22
= 12.14 KN/m

Parapet Wall Load Calculations:

Staircase Head Room Level
wall thickness = 230 mm
Height of wall above Beam = 0.3 m
Weight of wall over Beam = 0.23 x 0.3 x 22
= 1.52 KN/m

Slab Load calculation:

Floor slabs:

Thickness of slab = 115 mm

Self Weight of Slab = 0.115 x 25 = 2.875 KN/m2

Floor Finishes = 1.5 KN/m2
Total = 4.375 KN/m2

Thickness of slab = 125 mm

Self Weight of Slab = 0.125 x 25 = 3.125 KN/m2

Floor Finishes = 1.5 KN/m2
Total = 4.625 KN/m2

Thickness of slab = 150 mm

Self Weight of Slab = 0.15 x 25 = 3.75 KN/m2

Floor Finishes = 1.5 KN/m2
Total = 5.25 KN/m2

Toilet Sunken Slabs:

Thickness of slab = 125 mm

Self Weight of Slab = 0.125 x 25 = 3.125 KN/m2

Floor Finishes = 1.5 KN/m2
Unit weight of filling = 6 KN/m2 Slab Sunken by 12" 300 mm
Total = 10.625 KN/m2 12

Thickness of slab = 150 mm

Self Weight of Slab = 0.15 x 25 = 3.75 KN/m2

Floor Finishes = 1.5 KN/m2
Unit weight of filling = 7.5 KN/m2 Slab Sunken by 15" 375 mm
Total = 12.750 KN/m2 15

TERRACE FLOOR :

Thickness of slab = 115 mm

Self Weight of Slab = 0.115 x 25 = 2.875 KN/m2

Weathering Course = 2.0 KN/m2
Total = 4.875 KN/m2

Thickness of slab = 150 mm

Self Weight of Slab = 0.15 x 25 = 3.75 KN/m2

Weathering Course = 2.0 KN/m2
Total = 5.75 KN/m2

Thickness of slab = 175 mm

Self Weight of Slab = 0.175 x 25 = 4.375 KN/m2

Weathering Course = 2.0 KN/m2
Total = 6.38 KN/m2

Floor slabs for staircase head room roof slab:

Thickness of slab = 100 mm

Self Weight of Slab = 0.1 x 25 = 2.5 KN/m2

Weathering Course = 2 KN/m2
Total = 4.5 KN/m2
LOAD DUE TO CANTILEVER PROJECTION :
WARD ROBE
Thickness of slab = 150 mm
Projection length = 1m
Self Weight of Slab = 0.15 x 25 = 3.75 KN/m2
Floor finishes = 1.5 KN/m2
Total = 5.25 KN/m2

WALL LOAD FOR WARD ROBE

wall thickness = 230 mm
Height of wall above Beam = 3.0 m
Weight of wall over Beam = 0.23 x 3 x 22
= 15.18 KN/m

Total load = 5.25 x 1+15.18

Total load = 20.43 KN/m = 20.43 - =1 5.25 KN/m

Total moment = (5.25 x 1) x 1/2 + (15.18 x 1)

= 17.805 KNm/m

wall thickness = 230 mm

Height of wall above Beam = 0.9 m
Weight of wall over Beam = 0.23 x 0.9 x 22
= 4.55 KN/m

Total load = 805 x 20.43+4.55

Total load = 9.80 KN/m = 9.8 - 4.5= 5.25 KN/m

Total moment = (17.805 x 20.43) x 20.43/2 + (4.55 x 20.43)

= 7.175 KNm/m

BALCONY & WASH AREA

Thickness of slab = 150 mm
Projection length = 0.975 m
Self Weight of Slab = 0.15 x 25 = 3.75 KN/m2
Floor finishes = 1.5 KN/m2
Total = 5.25 KN/m2

WALL LOAD FOR BALCONY & WASH AREA

wall thickness = 115 mm
Height of wall above Beam = 1.2 m
Weight of wall over Beam = 0.115 x 1.2 x 22
= 3.04 KN/m

Total load = 5.25 x 0.975 + 3.04

Total load = 8.16 KN/m

Total moment = (5.25 x 0.975) x 0.975/2 + (3.04 x 0.975)

= 5.46 KNm/m

LIVE LOAD CALCULATION:

Floor Slab = 2 KN/m2

Terrace = 1.5 KN/m2

Stair case head Room slab = 0.75 KN/m2

 1 Fx 3.623 Fy 3.623 Fz 3.623
2 Fx 3.623 Fy 3.623 Fz 3.623
3 Fx 3.623 Fy 3.623 Fz 3.623
4 Fx 3.623 Fy 3.623 Fz 3.623
5 Fx 3.623 Fy 3.623 Fz 3.623
6 Fx 3.623 Fy 3.623 Fz 3.623
7 Fx 3.623 Fy 3.623 Fz 3.623
8 Fx 3.623 Fy 3.623 Fz 3.623
9 Fx 3.623 Fy 3.623 Fz 3.623
10 Fx 3.623 Fy 3.623 Fz 3.623
11 Fx 3.623 Fy 3.623 Fz 3.623
12 Fx 3.623 Fy 3.623 Fz 3.623
13 Fx 3.623 Fy 3.623 Fz 3.623
14 Fx 3.623 Fy 3.623 Fz 3.623
15 Fx 3.623 Fy 3.623 Fz 3.623
16 Fx 3.623 Fy 3.623 Fz 3.623
17 Fx 3.623 Fy 3.623 Fz 3.623
18 Fx 3.623 Fy 3.623 Fz 3.623
19 Fx 3.623 Fy 3.623 Fz 3.623
20 Fx 3.623 Fy 3.623 Fz 3.623
21 Fx 3.623 Fy 3.623 Fz 3.623
22 Fx 3.623 Fy 3.623 Fz 3.623
23 Fx 3.623 Fy 3.623 Fz 3.623
24 Fx 3.623 Fy 3.623 Fz 3.623
25 Fx 3.623 Fy 3.623 Fz 3.623
26 Fx 3.623 Fy 3.623 Fz 3.623
27 Fx 3.623 Fy 3.623 Fz 3.623
28 Fx 3.623 Fy 3.623 Fz 3.623
29 Fx 3.623 Fy 3.623 Fz 3.623
30 Fx 3.623 Fy 3.623 Fz 3.623
31 Fx 3.623 Fy 3.623 Fz 3.623
32 Fx 23.453 Fy 23.453 Fz 23.453
33 Fx 30.657 Fy 30.657 Fz 30.657
34 Fx 57.343 Fy 57.343 Fz 57.343
35 Fx 167.118 Fy 167.118 Fz 167.118
36 Fx 90.88 Fy 90.88 Fz 90.88
37 Fx 64.617 Fy 64.617 Fz 64.617
38 Fx 27.269 Fy 27.269 Fz 27.269
39 Fx 24.194 Fy 24.194 Fz 24.194
40 Fx 178.324 Fy 178.324 Fz 178.324
41 Fx 78.182 Fy 78.182 Fz 78.182
42 Fx 9.175 Fy 9.175 Fz 9.175
43 Fx 27.853 Fy 27.853 Fz 27.853
44 Fx 68.117 Fy 68.117 Fz 68.117
45 Fx 79.814 Fy 79.814 Fz 79.814
46 Fx 76.702 Fy 76.702 Fz 76.702
47 Fx 55.429 Fy 55.429 Fz 55.429
48 Fx 21.053 Fy 21.053 Fz 21.053
49 Fx 29.098 Fy 29.098 Fz 29.098
50 Fx 27.371 Fy 27.371 Fz 27.371
51 Fx 29.764 Fy 29.764 Fz 29.764
52 Fx 26.078 Fy 26.078 Fz 26.078
53 Fx 29.802 Fy 29.802 Fz 29.802
54 Fx 24.514 Fy 24.514 Fz 24.514
55 Fx 18.066 Fy 18.066 Fz 18.066
56 Fx 17.882 Fy 17.882 Fz 17.882
57 Fx 25.103 Fy 25.103 Fz 25.103
58 Fx 35.336 Fy 35.336 Fz 35.336
59 Fx 32.316 Fy 32.316 Fz 32.316
60 Fx 35.777 Fy 35.777 Fz 35.777
61 Fx 33.739 Fy 33.739 Fz 33.739
62 Fx 21.222 Fy 21.222 Fz 21.222
63 Fx 157.714 Fy 157.714 Fz 157.714
64 Fx 163.43 Fy 163.43 Fz 163.43
65 Fx 107.759 Fy 107.759 Fz 107.759
66 Fx 105.467 Fy 105.467 Fz 105.467
67 Fx 84.386 Fy 84.386 Fz 84.386
68 Fx 98.2 Fy 98.2 Fz 98.2
69 Fx 188.305 Fy 188.305 Fz 188.305
70 Fx 143.189 Fy 143.189 Fz 143.189
71 Fx 166.733 Fy 166.733 Fz 166.733
72 Fx 94.08 Fy 94.08 Fz 94.08
73 Fx 190.585 Fy 190.585 Fz 190.585
74 Fx 191.527 Fy 191.527 Fz 191.527
75 Fx 168.811 Fy 168.811 Fz 168.811
76 Fx 291.921 Fy 291.921 Fz 291.921
77 Fx 291.03 Fy 291.03 Fz 291.03
78 Fx 158.838 Fy 158.838 Fz 158.838
79 Fx 98.837 Fy 98.837 Fz 98.837
80 Fx 236.355 Fy 236.355 Fz 236.355
81 Fx 4.619 Fy 4.619 Fz 4.619
82 Fx 131.732 Fy 131.732 Fz 131.732
83 Fx 185.068 Fy 185.068 Fz 185.068
84 Fx 276.523 Fy 276.523 Fz 276.523
85 Fx 233.699 Fy 233.699 Fz 233.699
86 Fx 336.307 Fy 336.307 Fz 336.307
87 Fx 256.702 Fy 256.702 Fz 256.702
88 Fx 178.742 Fy 178.742 Fz 178.742
89 Fx 255.122 Fy 255.122 Fz 255.122
90 Fx 266.371 Fy 266.371 Fz 266.371
91 Fx 412.665 Fy 412.665 Fz 412.665
92 Fx 326.516 Fy 326.516 Fz 326.516
93 Fx 128.61 Fy 128.61 Fz 128.61
94 Fx 159.624 Fy 159.624 Fz 159.624
95 Fx 162.924 Fy 162.924 Fz 162.924
96 Fx 106.419 Fy 106.419 Fz 106.419
97 Fx 105.633 Fy 105.633 Fz 105.633
98 Fx 85.625 Fy 85.625 Fz 85.625
 99 Fx 103.537 Fy 103.537 Fz 103.537
100 Fx 167.581 Fy 167.581 Fz 167.581
101 Fx 142.126 Fy 142.126 Fz 142.126
102 Fx 166.95 Fy 166.95 Fz 166.95
103 Fx 107.506 Fy 107.506 Fz 107.506
104 Fx 183.687 Fy 183.687 Fz 183.687
105 Fx 160.43 Fy 160.43 Fz 160.43
106 Fx 228.036 Fy 228.036 Fz 228.036
107 Fx 311.033 Fy 311.033 Fz 311.033
108 Fx 248.234 Fy 248.234 Fz 248.234
109 Fx 178.148 Fy 178.148 Fz 178.148
110 Fx 31.175 Fy 31.175 Fz 31.175
111 Fx 280.772 Fy 280.772 Fz 280.772
112 Fx 34.248 Fy 34.248 Fz 34.248
113 Fx 88.479 Fy 88.479 Fz 88.479
114 Fx 191.132 Fy 191.132 Fz 191.132
115 Fx 272.991 Fy 272.991 Fz 272.991
116 Fx 145.952 Fy 145.952 Fz 145.952
117 Fx 351.279 Fy 351.279 Fz 351.279
118 Fx 267.323 Fy 267.323 Fz 267.323
119 Fx 179.923 Fy 179.923 Fz 179.923
120 Fx 266.321 Fy 266.321 Fz 266.321
121 Fx 286.795 Fy 286.795 Fz 286.795
122 Fx 397.355 Fy 397.355 Fz 397.355
123 Fx 332.924 Fy 332.924 Fz 332.924
124 Fx 130.419 Fy 130.419 Fz 130.419
125 Fx 150.07 Fy 150.07 Fz 150.07
126 Fx 176.542 Fy 176.542 Fz 176.542
127 Fx 108.542 Fy 108.542 Fz 108.542
128 Fx 100.14 Fy 100.14 Fz 100.14
129 Fx 83.141 Fy 83.141 Fz 83.141
130 Fx 110.351 Fy 110.351 Fz 110.351
131 Fx 178.619 Fy 178.619 Fz 178.619
132 Fx 131.558 Fy 131.558 Fz 131.558
133 Fx 138.643 Fy 138.643 Fz 138.643
134 Fx 89.548 Fy 89.548 Fz 89.548
135 Fx 183.207 Fy 183.207 Fz 183.207
136 Fx 122.525 Fy 122.525 Fz 122.525
137 Fx 318.844 Fy 318.844 Fz 318.844
138 Fx 268.808 Fy 268.808 Fz 268.808
139 Fx 231.149 Fy 231.149 Fz 231.149
140 Fx 182.131 Fy 182.131 Fz 182.131
141 Fx 9.056 Fy 9.056 Fz 9.056
142 Fx 299.789 Fy 299.789 Fz 299.789
143 Fx 91.745 Fy 91.745 Fz 91.745
144 Fx 9.056 Fy 9.056 Fz 9.056
145 Fx 171.555 Fy 171.555 Fz 171.555
146 Fx 276.934 Fy 276.934 Fz 276.934
147 Fx 4.528 Fy 4.528 Fz 4.528
148 Fx 301.634 Fy 301.634 Fz 301.634
149 Fx 197.946 Fy 197.946 Fz 197.946
150 Fx 140.671 Fy 140.671 Fz 140.671
151 Fx 281.166 Fy 281.166 Fz 281.166
152 Fx 248.325 Fy 248.325 Fz 248.325
153 Fx 334.216 Fy 334.216 Fz 334.216
154 Fx 319.252 Fy 319.252 Fz 319.252
155 Fx 126.478 Fy 126.478 Fz 126.478
156 Fx 149.122 Fy 149.122 Fz 149.122
157 Fx 186.378 Fy 186.378 Fz 186.378
158 Fx 104.313 Fy 104.313 Fz 104.313
159 Fx 106.599 Fy 106.599 Fz 106.599
160 Fx 83.002 Fy 83.002 Fz 83.002
161 Fx 103.363 Fy 103.363 Fz 103.363
162 Fx 211.458 Fy 211.458 Fz 211.458
163 Fx 145.795 Fy 145.795 Fz 145.795
164 Fx 147.308 Fy 147.308 Fz 147.308
165 Fx 123.98 Fy 123.98 Fz 123.98
166 Fx 128.096 Fy 128.096 Fz 128.096
167 Fx 119.879 Fy 119.879 Fz 119.879
168 Fx 220.143 Fy 220.143 Fz 220.143
169 Fx 298.317 Fy 298.317 Fz 298.317
170 Fx 153.327 Fy 153.327 Fz 153.327
171 Fx 126.775 Fy 126.775 Fz 126.775
172 Fx 70.255 Fy 70.255 Fz 70.255
173 Fx 243.95 Fy 243.95 Fz 243.95
174 Fx 15.657 Fy 15.657 Fz 15.657
175 Fx 174.378 Fy 174.378 Fz 174.378
176 Fx 157.946 Fy 157.946 Fz 157.946
177 Fx 199.978 Fy 199.978 Fz 199.978
179 Fx 214.036 Fy 214.036 Fz 214.036
180 Fx 209.993 Fy 209.993 Fz 209.993
181 Fx 139.91 Fy 139.91 Fz 139.91
182 Fx 229.805 Fy 229.805 Fz 229.805
183 Fx 228.549 Fy 228.549 Fz 228.549
184 Fx 269.119 Fy 269.119 Fz 269.119
185 Fx 272.436 Fy 272.436 Fz 272.436
186 Fx 125.617 Fy 125.617 Fz 125.617
187 Fx 112.512 Fy 112.512 Fz 112.512
188 Fx 160.54 Fy 160.54 Fz 160.54
189 Fx 66.225 Fy 66.225 Fz 66.225
190 Fx 94.182 Fy 94.182 Fz 94.182
191 Fx 77.323 Fy 77.323 Fz 77.323
192 Fx 75.126 Fy 75.126 Fz 75.126
193 Fx 137.364 Fy 137.364 Fz 137.364
194 Fx 119.027 Fy 119.027 Fz 119.027
195 Fx 126.432 Fy 126.432 Fz 126.432
196 Fx 91.756 Fy 91.756 Fz 91.756
199 Fx 156.404 Fy 156.404 Fz 156.404
200 Fx 160.317 Fy 160.317 Fz 160.317
201 Fx 132.302 Fy 132.302 Fz 132.302
202 Fx 72.176 Fy 72.176 Fz 72.176
203 Fx 57.853 Fy 57.853 Fz 57.853
204 Fx 158.247 Fy 158.247 Fz 158.247
205 Fx 104.103 Fy 104.103 Fz 104.103
206 Fx 47.74 Fy 47.74 Fz 47.74
207 Fx 160.407 Fy 160.407 Fz 160.407
208 Fx 174.515 Fy 174.515 Fz 174.515
210 Fx 133.925 Fy 133.925 Fz 133.925
211 Fx 108.518 Fy 108.518 Fz 108.518
212 Fx 99.638 Fy 99.638 Fz 99.638
213 Fx 145.04 Fy 145.04 Fz 145.04
214 Fx 168.419 Fy 168.419 Fz 168.419
215 Fx 204.307 Fy 204.307 Fz 204.307
216 Fx 172.091 Fy 172.091 Fz 172.091
217 Fx 95.316 Fy 95.316 Fz 95.316
691 Fx 82.339 Fy 82.339 Fz 82.339
692 Fx 47.882 Fy 47.882 Fz 47.882
693 Fx 122.61 Fy 122.61 Fz 122.61
694 Fx 43.924 Fy 43.924 Fz 43.924
698 Fx 14.355 Fy 14.355 Fz 14.355
700 Fx 37.307 Fy 37.307 Fz 37.307
701 Fx 16.045 Fy 16.045 Fz 16.045
702 Fx 14.984 Fy 14.984 Fz 14.984
706 Fx 10.18 Fy 10.18 Fz 10.18
707 Fx 61.119 Fy 61.119 Fz 61.119
708 Fx 40.365 Fy 40.365 Fz 40.365
709 Fx 24.526 Fy 24.526 Fz 24.526
710 Fx 25.255 Fy 25.255 Fz 25.255
711 Fx 23.885 Fy 23.885 Fz 23.885
712 Fx 24.085 Fy 24.085 Fz 24.085
713 Fx 24.541 Fy 24.541 Fz 24.541
714 Fx 25.24 Fy 25.24 Fz 25.24
715 Fx 24.648 Fy 24.648 Fz 24.648
716 Fx 25.134 Fy 25.134 Fz 25.134
717 Fx 24.731 Fy 24.731 Fz 24.731
718 Fx 25.05 Fy 25.05 Fz 25.05
INDIA BUILDERS - MERU MARVEL - SEISMIC ANALYSIS
Applying forces in all three directions (DL+0.25LL)

NODE
1 Fx 3.623 Fy 3.623 Fz 3.623
2 Fx 3.623 Fy 3.623 Fz 3.623
3 Fx 3.623 Fy 3.623 Fz 3.623
4 Fx 3.623 Fy 3.623 Fz 3.623
5 Fx 3.623 Fy 3.623 Fz 3.623
6 Fx 3.623 Fy 3.623 Fz 3.623
7 Fx 3.623 Fy 3.623 Fz 3.623
8 Fx 3.623 Fy 3.623 Fz 3.623
9 Fx 3.623 Fy 3.623 Fz 3.623
10 Fx 3.623 Fy 3.623 Fz 3.623
11 Fx 3.623 Fy 3.623 Fz 3.623
12 Fx 3.623 Fy 3.623 Fz 3.623
13 Fx 3.623 Fy 3.623 Fz 3.623
14 Fx 3.623 Fy 3.623 Fz 3.623
15 Fx 3.623 Fy 3.623 Fz 3.623
16 Fx 3.623 Fy 3.623 Fz 3.623
17 Fx 3.623 Fy 3.623 Fz 3.623
18 Fx 3.623 Fy 3.623 Fz 3.623
19 Fx 3.623 Fy 3.623 Fz 3.623
20 Fx 3.623 Fy 3.623 Fz 3.623
21 Fx 3.623 Fy 3.623 Fz 3.623
22 Fx 3.623 Fy 3.623 Fz 3.623
23 Fx 3.623 Fy 3.623 Fz 3.623
24 Fx 3.623 Fy 3.623 Fz 3.623
25 Fx 3.623 Fy 3.623 Fz 3.623
26 Fx 3.623 Fy 3.623 Fz 3.623
27 Fx 3.623 Fy 3.623 Fz 3.623
28 Fx 3.623 Fy 3.623 Fz 3.623
29 Fx 3.623 Fy 3.623 Fz 3.623
30 Fx 3.623 Fy 3.623 Fz 3.623
31 Fx 3.623 Fy 3.623 Fz 3.623
32 Fx 23.454 Fy 23.454 Fz 23.454
33 Fx 30.674 Fy 30.674 Fz 30.674
34 Fx 57.343 Fy 57.343 Fz 57.343
35 Fx 167.146 Fy 167.146 Fz 167.146
36 Fx 90.879 Fy 90.879 Fz 90.879
37 Fx 64.617 Fy 64.617 Fz 64.617
38 Fx 27.269 Fy 27.269 Fz 27.269
39 Fx 24.194 Fy 24.194 Fz 24.194
40 Fx 178.272 Fy 178.272 Fz 178.272
41 Fx 78.182 Fy 78.182 Fz 78.182
42 Fx 9.289 Fy 9.289 Fz 9.289
43 Fx 27.853 Fy 27.853 Fz 27.853
44 Fx 68.669 Fy 68.669 Fz 68.669
45 Fx 79.802 Fy 79.802 Fz 79.802
46 Fx 76.703 Fy 76.703 Fz 76.703
47 Fx 55.429 Fy 55.429 Fz 55.429
48 Fx 21.053 Fy 21.053 Fz 21.053
49 Fx 29.098 Fy 29.098 Fz 29.098
50 Fx 25.725 Fy 25.725 Fz 25.725
51 Fx 31.999 Fy 31.999 Fz 31.999
52 Fx 26.078 Fy 26.078 Fz 26.078
53 Fx 29.801 Fy 29.801 Fz 29.801
54 Fx 24.492 Fy 24.492 Fz 24.492
55 Fx 17.266 Fy 17.266 Fz 17.266
56 Fx 17.882 Fy 17.882 Fz 17.882
57 Fx 25.104 Fy 25.104 Fz 25.104
58 Fx 34.918 Fy 34.918 Fz 34.918
59 Fx 32.317 Fy 32.317 Fz 32.317
60 Fx 35.777 Fy 35.777 Fz 35.777
61 Fx 33.739 Fy 33.739 Fz 33.739
62 Fx 21.222 Fy 21.222 Fz 21.222
63 Fx 157.702 Fy 157.702 Fz 157.702
64 Fx 163.523 Fy 163.523 Fz 163.523
65 Fx 107.997 Fy 107.997 Fz 107.997
66 Fx 105.469 Fy 105.469 Fz 105.469
67 Fx 84.386 Fy 84.386 Fz 84.386
68 Fx 98.2 Fy 98.2 Fz 98.2
69 Fx 188.305 Fy 188.305 Fz 188.305
70 Fx 143.189 Fy 143.189 Fz 143.189
71 Fx 166.696 Fy 166.696 Fz 166.696
72 Fx 94.075 Fy 94.075 Fz 94.075
73 Fx 191.291 Fy 191.291 Fz 191.291
74 Fx 191.527 Fy 191.527 Fz 191.527
75 Fx 169.412 Fy 169.412 Fz 169.412
76 Fx 291.941 Fy 291.941 Fz 291.941
77 Fx 291.041 Fy 291.041 Fz 291.041
78 Fx 158.836 Fy 158.836 Fz 158.836
79 Fx 98.837 Fy 98.837 Fz 98.837
80 Fx 236.355 Fy 236.355 Fz 236.355
81 Fx 2.11 Fy 2.11 Fz 2.11
82 Fx 134.175 Fy 134.175 Fz 134.175
83 Fx 185.068 Fy 185.068 Fz 185.068
84 Fx 276.558 Fy 276.558 Fz 276.558
85 Fx 233.428 Fy 233.428 Fz 233.428
86 Fx 335.077 Fy 335.077 Fz 335.077
87 Fx 256.702 Fy 256.702 Fz 256.702
88 Fx 178.764 Fy 178.764 Fz 178.764
89 Fx 255 Fy 255 Fz 255
90 Fx 266.384 Fy 266.384 Fz 266.384
91 Fx 412.668 Fy 412.668 Fz 412.668
92 Fx 326.516 Fy 326.516 Fz 326.516
93 Fx 128.61 Fy 128.61 Fz 128.61
 94 Fx 159.587 Fy 159.587 Fz 159.587
95 Fx 163.019 Fy 163.019 Fz 163.019
96 Fx 106.469 Fy 106.469 Fz 106.469
97 Fx 105.645 Fy 105.645 Fz 105.645
98 Fx 85.624 Fy 85.624 Fz 85.624
99 Fx 103.537 Fy 103.537 Fz 103.537
100 Fx 167.581 Fy 167.581 Fz 167.581
101 Fx 142.126 Fy 142.126 Fz 142.126
102 Fx 166.869 Fy 166.869 Fz 166.869
103 Fx 107.516 Fy 107.516 Fz 107.516
104 Fx 183.38 Fy 183.38 Fz 183.38
105 Fx 160.43 Fy 160.43 Fz 160.43
106 Fx 228.747 Fy 228.747 Fz 228.747
107 Fx 310.954 Fy 310.954 Fz 310.954
108 Fx 248.238 Fy 248.238 Fz 248.238
109 Fx 178.144 Fy 178.144 Fz 178.144
110 Fx 31.175 Fy 31.175 Fz 31.175
111 Fx 280.773 Fy 280.773 Fz 280.773
112 Fx 37.933 Fy 37.933 Fz 37.933
113 Fx 84.126 Fy 84.126 Fz 84.126
114 Fx 191.132 Fy 191.132 Fz 191.132
115 Fx 272.929 Fy 272.929 Fz 272.929
116 Fx 146.017 Fy 146.017 Fz 146.017
117 Fx 351.558 Fy 351.558 Fz 351.558
118 Fx 267.323 Fy 267.323 Fz 267.323
119 Fx 179.914 Fy 179.914 Fz 179.914
120 Fx 266.343 Fy 266.343 Fz 266.343
121 Fx 286.797 Fy 286.797 Fz 286.797
122 Fx 397.35 Fy 397.35 Fz 397.35
123 Fx 332.925 Fy 332.925 Fz 332.925
124 Fx 130.419 Fy 130.419 Fz 130.419
125 Fx 150.075 Fy 150.075 Fz 150.075
126 Fx 176.533 Fy 176.533 Fz 176.533
127 Fx 108.554 Fy 108.554 Fz 108.554
128 Fx 100.131 Fy 100.131 Fz 100.131
129 Fx 83.142 Fy 83.142 Fz 83.142
130 Fx 110.351 Fy 110.351 Fz 110.351
131 Fx 178.618 Fy 178.618 Fz 178.618
132 Fx 131.558 Fy 131.558 Fz 131.558
133 Fx 138.688 Fy 138.688 Fz 138.688
134 Fx 89.54 Fy 89.54 Fz 89.54
135 Fx 183.096 Fy 183.096 Fz 183.096
136 Fx 122.525 Fy 122.525 Fz 122.525
137 Fx 318.883 Fy 318.883 Fz 318.883
138 Fx 268.846 Fy 268.846 Fz 268.846
139 Fx 231.144 Fy 231.144 Fz 231.144
140 Fx 182.135 Fy 182.135 Fz 182.135
141 Fx 9.056 Fy 9.056 Fz 9.056
142 Fx 299.788 Fy 299.788 Fz 299.788
143 Fx 91.752 Fy 91.752 Fz 91.752
144 Fx 9.056 Fy 9.056 Fz 9.056
145 Fx 171.555 Fy 171.555 Fz 171.555
146 Fx 276.922 Fy 276.922 Fz 276.922
147 Fx 4.528 Fy 4.528 Fz 4.528
148 Fx 301.621 Fy 301.621 Fz 301.621
149 Fx 197.946 Fy 197.946 Fz 197.946
150 Fx 140.663 Fy 140.663 Fz 140.663
151 Fx 281.183 Fy 281.183 Fz 281.183
152 Fx 248.332 Fy 248.332 Fz 248.332
153 Fx 334.216 Fy 334.216 Fz 334.216
154 Fx 319.252 Fy 319.252 Fz 319.252
155 Fx 126.478 Fy 126.478 Fz 126.478
156 Fx 149.082 Fy 149.082 Fz 149.082
157 Fx 186.429 Fy 186.429 Fz 186.429
158 Fx 104.534 Fy 104.534 Fz 104.534
159 Fx 106.631 Fy 106.631 Fz 106.631
160 Fx 83.004 Fy 83.004 Fz 83.004
161 Fx 103.362 Fy 103.362 Fz 103.362
162 Fx 211.458 Fy 211.458 Fz 211.458
163 Fx 145.795 Fy 145.795 Fz 145.795
164 Fx 147.087 Fy 147.087 Fz 147.087
165 Fx 123.988 Fy 123.988 Fz 123.988
166 Fx 131.011 Fy 131.011 Fz 131.011
167 Fx 119.879 Fy 119.879 Fz 119.879
168 Fx 227.251 Fy 227.251 Fz 227.251
169 Fx 297.983 Fy 297.983 Fz 297.983
170 Fx 153.374 Fy 153.374 Fz 153.374
171 Fx 126.768 Fy 126.768 Fz 126.768
172 Fx 70.255 Fy 70.255 Fz 70.255
173 Fx 243.95 Fy 243.95 Fz 243.95
174 Fx -0.966 Fy -0.966 Fz -0.966
175 Fx 189.637 Fy 189.637 Fz 189.637
176 Fx 157.946 Fy 157.946 Fz 157.946
177 Fx 200.07 Fy 200.07 Fz 200.07
179 Fx 207.029 Fy 207.029 Fz 207.029
180 Fx 209.993 Fy 209.993 Fz 209.993
181 Fx 139.98 Fy 139.98 Fz 139.98
182 Fx 228.344 Fy 228.344 Fz 228.344
183 Fx 228.432 Fy 228.432 Fz 228.432
184 Fx 269.127 Fy 269.127 Fz 269.127
185 Fx 272.436 Fy 272.436 Fz 272.436
186 Fx 125.617 Fy 125.617 Fz 125.617
187 Fx 112.511 Fy 112.511 Fz 112.511
188 Fx 160.912 Fy 160.912 Fz 160.912
189 Fx 66.74 Fy 66.74 Fz 66.74
190 Fx 94.192 Fy 94.192 Fz 94.192
191 Fx 77.325 Fy 77.325 Fz 77.325
192 Fx 75.125 Fy 75.125 Fz 75.125
 193 Fx 137.364 Fy 137.364 Fz 137.364
194 Fx 119.027 Fy 119.027 Fz 119.027
195 Fx 126.496 Fy 126.496 Fz 126.496
196 Fx 91.778 Fy 91.778 Fz 91.778
199 Fx 157.839 Fy 157.839 Fz 157.839
200 Fx 160.014 Fy 160.014 Fz 160.014
201 Fx 132.309 Fy 132.309 Fz 132.309
202 Fx 72.175 Fy 72.175 Fz 72.175
203 Fx 57.854 Fy 57.854 Fz 57.854
204 Fx 158.247 Fy 158.247 Fz 158.247
205 Fx 101.177 Fy 101.177 Fz 101.177
206 Fx 55.875 Fy 55.875 Fz 55.875
207 Fx 160.407 Fy 160.407 Fz 160.407
208 Fx 174.505 Fy 174.505 Fz 174.505
210 Fx 127.403 Fy 127.403 Fz 127.403
211 Fx 108.516 Fy 108.516 Fz 108.516
212 Fx 99.696 Fy 99.696 Fz 99.696
213 Fx 144.502 Fy 144.502 Fz 144.502
214 Fx 168.06 Fy 168.06 Fz 168.06
215 Fx 204.349 Fy 204.349 Fz 204.349
216 Fx 172.088 Fy 172.088 Fz 172.088
217 Fx 95.317 Fy 95.317 Fz 95.317
691 Fx 82.336 Fy 82.336 Fz 82.336
692 Fx 47.882 Fy 47.882 Fz 47.882
693 Fx 122.614 Fy 122.614 Fz 122.614
694 Fx 43.924 Fy 43.924 Fz 43.924
698 Fx 14.352 Fy 14.352 Fz 14.352
700 Fx 37.307 Fy 37.307 Fz 37.307
701 Fx 16.045 Fy 16.045 Fz 16.045
702 Fx 14.984 Fy 14.984 Fz 14.984
706 Fx 10.18 Fy 10.18 Fz 10.18
707 Fx 61.121 Fy 61.121 Fz 61.121
708 Fx 40.363 Fy 40.363 Fz 40.363
709 Fx 24.526 Fy 24.526 Fz 24.526
710 Fx 25.255 Fy 25.255 Fz 25.255
711 Fx 23.885 Fy 23.885 Fz 23.885
712 Fx 24.085 Fy 24.085 Fz 24.085
713 Fx 24.541 Fy 24.541 Fz 24.541
714 Fx 25.24 Fy 25.24 Fz 25.24
715 Fx 24.648 Fy 24.648 Fz 24.648
716 Fx 25.134 Fy 25.134 Fz 25.134
717 Fx 24.731 Fy 24.731 Fz 24.731
718 Fx 25.05 Fy 25.05 Fz 25.05
SFX 27878.64 SFY 27878.64 SFZ 27878.64

DL+0.5LL of the structure is lumped at the node points

 Seismic load shall be accordance with IS:1893
Seismic Zone = III
Seismic Zone factor Z = 0.16 (From Table -2 of IS:1893):2002
Importance factor I = 1 (From Table -6 of IS:1893):2002
Response reduction factor R = 5 (From Table -7 of IS:1893):2002
Damping factor = 5%

mic coefficient Ah for a structure shall be determined as follows

Ah = Z.I.Sa
2.R.g

= 0.016 Sa
g

For Sa/g refer Fig-2 of IS:1893(part-1):2002

For the Corresponding period the spectral acceleration coefficient values are given below
Spectral
Sl.No Period(S) Accelaration
Coefficient
(Sa/g)
1 0 1.00 For medium soil,
2 0.1 2.50
3 0.2 2.50
4 0.3 2.50 Sa/g
5 0.4 2.50
6 0.5 2.50
7 0.6 2.27
8 0.7 1.94
9 0.8 1.70
10 0.9 1.51
11 1 1.36
12 1.1 1.24
13 1.2 1.13
14 1.3 1.05
15 1.4 0.97
16 1.5 0.91
17 1.6 0.85
18 1.7 0.80
19 1.8 0.76
20 1.9 0.72
21 2 0.68
22 2.1 0.65
23 2.2 0.62
24 2.3 0.59
25 2.4 0.57
26 2.5 0.54
 27 2.6 0.52
28 2.7 0.50
29 2.8 0.49
30 2.9 0.47
31 3 0.45
32 3.1 0.44
33 3.2 0.43
34 3.3 0.41
35 3.4 0.40
36 3.5 0.39
37 3.6 0.38
38 3.7 0.37
39 3.8 0.36
40 3.9 0.35
41 4 0.34

h = Height of the building

d = Length of the building in X, Z direction
Fundamental natural period Ta = 0.09h/SQRT of D
IN X DIRECTION
height of blg,h = 21.3 m
Length of Blg in X Direction,D = 36.75 m
Fundamental natural period, Ta = 0.316
From fig 2 of IS:1893 : 2002
For a period of Ta = 0.316
Sa/g = 2.5
horizontal Seismic coefficient Ah = 0.016 Sa
g

horizontal Seismic coefficient Ah = 0.04

Base Shear, Vb = Ah x W
Weight of Sructure,W(Dl+0.5LL) = 27878.64 KN
Base Shear, Vbx = 1115.15 KN

IN Z DIRECTION
height of blg = 21.3 m
Length of Blg in Z Direction = 10.27 m
Fundamental natural period, Ta = 0.598
From fig 2 of IS:1893 : 2002
For a period of Ta = 0.598
Sa/g = 2.5
horizontal Seismic coefficient Ah = 0.016 Sa
g
horizontal Seismic coefficient Ah = 0.04
Base Shear, Vb = Ah x W
Weight of Sructure,W(Dl+0.5LL) = 27878.640 KN
Base Shear, Vbz = 1115.15 KN
Base shear in x direction Vbx
0.04 x 27878.64 = 1115.15 KN
Base shear in z direction Vbz
0.04 x 27878.64 = 1115.15 KN

Base shear from Staad analysis in x direction Vbxi = 412.16 KN

Base shear from Staad analysis in Z direction Vbzi = 421.36 KN

Ratio in x direction Vbx/Vbxi = 2.71

Ratio in z direction Vbz/Vbzi = 2.65

Modification factor in X direction (0.016 x 2.71) = 0.043290

Modification factor in Z direction (0.016 x 2.65) = 0.042345
of IS:1893):2002
of IS:1893):2002
of IS:1893):2002

For medium soil,

1+ 15T 0 < T < 0.1

= 2.5 0.1 < T < 0.55

1.36 / T 0.55 < T < 4.0