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ANALYSIS AND DESIGN OF
RESIDENTIAL BUILDING BY ETABS
RESULTS
ila vamsikrishna

RESULTS
Table 6.1 Comparative values of displacement in Linear static analysis along
zone-4, soil-1 with bracings & without bracings.
Displacement
No of stories with out bracings with bracing
15 20.1 10
14 19.1 9.2
13 17.8 8.3
12 16.2 7.4
11 14.5 6.5
10 12.8 5.6
9 11.4 4.8
8 10 3.9
7 8.6 3.1
6 7.2 2.4
5 5.8 1.7
4 4.4 1.2
3 3 0.7
2 1.8 0.3
1 0.6 0.1
Base 0 0
e-4Displacement vs no. of stories zon
25
soil-1 in linear static analysis
20
15
without brancing10
5
with brancings0
no of storys
Graph 6.1 Variation of displacement with bracings & without bracings
in linear static analysis along Zone 4 soil-1.

Table 6.2 Comparative values of displacement in Linear static analysis
along zone-4, soil-2 with bracings & without bracings.
DISPLACEMENT
30
25
20
15
10
5
0
No of stories with out with bracing
bracings
15 26.9 11.7
14 25.6 10.7
13 23.9 9.7
12 21.7 8.7
11 19.3 7.6
10 17.1 6.6
9 15.3 5.6
8 13.4 4.6
7 11.5 3.7
6 9.6 2.8
5 7.7 2.1
4 5.9 1.4
3 4.1 0.8
2 2.4 0.4
1 0.8 0.1
ZONE 4 SOIL 2 DISPLACEMENT
WITHOUT BRACINGS
15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
no of storys
Graph 6.2 Variation of displacement with bracings & without bracings in
linear static analysis along Zone 4 soil-2.

Table 6.3 Comparative values of displacement force in Linear static
analysis along zone-4, soil-3 with bracings & without bracings.
15 0.9 0.5
14 0.8 0.5
13 0.7 0.4
12 0.7 0.4
11 0.6 0.3
10 0.5 0.3
9 0.4 0.2
8 0.3 0.2
7 0.2 0.1
6 0.2 0.1
5 0.1 0.1
4 0.1 0.03972
3 0.04454 0.02325
2 0.01956 0.01259
1 0.004903 0.007983
DISPLACEMENT
ZONE IV SOIL III DISPLACEMENT
1
0.8
0.6
0.4 Without bracings
0.2
0
no of storys
Graph 6.3 Variation of displacement with bracings &
without bracings in linear static analysis along Zone 4
soil-3.

Table 6.4 Comparative values of moment in Linear static analysis
Moment
15 0 0
14 -9.6867 -1.9812
13 -4.6195 -0.4492
12 -5.2753 -0.1853
11 -4.9834 -0.7851
10 -4.8566 -0.9563
9 -8.4895 -2.4698
8 -6.2533 -3.0398
7 -6.2962 -3.6656
6 -5.9413 -4.2256
5 -5.6314 -4.7436
4 -5.285 -5.2256
3 -4.9076 -5.5896
2 -4.4901 -6.451
1 -4.0027 -3.519
base -3.4739 0.7189
Moment Vs No of stories zone-4
2
0
15 13 11 9 7 5 3 1-2
-4
WITHO UT BRACING S-6
-8
-10
-12
No of stories
Graph 6.4 Variation of moment with bracings & without
bracings in linear static analysis along Zone 4 soil-1.

Moment
No of stories
with out bracings with bracing
15 0 0
14 -9.6867 -1.9812
13 -4.6195 -0.4492
12 -5.2753 -0.1853
11 -4.9834 -0.7851
10 -4.8566 -0.9563
9 -8.4895 -2.4698
8 -6.2533 -3.0398
7 -6.2962 -3.6656
6 -5.9413 -4.2256
5 -5.6314 -4.7436
4 -5.285 -5.2256
3 -4.9076 -5.5896
2 -4.4901 -6.451
1 -4.0027 -3.519
base -3.4739 0.7189
5
0
15 13 11 9 7 5 3 1 WITHO UT BRACING S-5
-10 WITH BRACINGS
-15
No of stories

Table 6.6 Comparative values of moment in Linear static analysis along
15 -11.13 -2.69
14 -5.1 -0.34
13 -6.07 0
12 -5.7 -1.29
11 -5.5 -2.86
10 -5.41 -4.49
9 -5.23 -6.19
8 -5.04 -7.94
7 -4.85 -9.73
6 -4.63 -11.55
5 -4.41 -13.39
4 -4.16 -15.24
3 -3.89 -16.88
2 -3.56 -20.18
1 -3.3 -13.24
base 0 0
moment
0
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16-5
-10
Without bracings
-15
-20
-25
no storys
Graph 6.6 Variation of moment with bracings & without bracings in linear
static analysis along Zone 4 soil-3.
Page 63

Table 6.7 Comparative values of shear in Linear static analysis along
Shear
10
8
6
4
2
0
-2
-4
-6
15 6.7641 1.2852
14 4.4337 0.2581
13 4.7087 -0.1737
12 4.5499 -0.6491
11 4.2482 -0.8351
10 7.4024 -1.9522
9 6.1009 -2.3392
8 6.0096 -2.8787
7 5.6951 -3.3579
6 5.3915 -3.3115
5 5.0534 -4.213
4 4.6792 -4.6012
3 4.2678 -5.2421
2 3.7597 -3.7019
1 3.4445 -1.2694
Shear vs no.of stories zone-4 soil-1 in
linear static analysis
without brancing
with brancings
No. of stories
Graph 6.7 Variation of shear with bracings & without

15 0 0
14 -9.1318 -1.8833
13 -2.591 -0.499
12 -1.3023 -0.0444
11 0.9519 0.4473
10 2.2318 0.973
9 -2.1149 2.5452
8 1.7006 2.9942
7 2.8694 3.6494
6 4.1905 4.2123
5 5.3164 4.7453
4 6.3542 5.2658
3 7.3384 5.7469
2 8.3015 6.597
1 9.3418 5.6998
base 9.8725 -0.4907
SHEARFORCE
Shear vs no.of stories zone-4 soil-2 in
15 linear static analysis
10
5
WITHOUT BRACINGS0
-5 WITH BRACINGS
-10
-15
no of storys
Graph 6.8 Variation of shear with bracings & without bracings in linear

SHEAR
15 0 2.37
14 0 1.41
13 0 0.91
12 0 0.29
11 0.51 0
10 2.26 0
9 3.79 0
8 5.09 0
7 6.2 0
6 7.14 0
5 7.95 0
4 8.66 0
3 9.31 0
2 9.91 0
1 10.73 0
base 9.592 0
Shear vs no.of stories zone-4 soil- in
linear static analysis
12
10
8
6
4
2
0
Axis Title

Table 6.10 Comparative values of displacement in Linear static
DISPLACEMENT
No of stories
15 29.3 14.6
14 27.9 13.3
13 26 12.1
12 23.8 10.8
11 21.2 9.5
10 18.8 8.2
9 16.8 7
8 14.8 5.8
7 12.7 4.6
6 10.6 3.5
5 8.5 2.6
4 6.5 1.7
3 4.5 1
2 2.6 0.5
1 0.9 0.1
base 0 0
40
ZONE 5 SOIL 1 DISPLACEMENT
30
20
WITHO UT BRACING S
10
WITH BRACINGS
0
15 13 11 9 7 5 3 1
Axis Title
Graph 6.10 Variation of displacement with bracings
& without bracings in linear static analysis along
Zone 5 soil -1.

Table 6.11 Comparative values of displacement in Linear static analysis
Displacementinmm
50
40
30
20
10
0
No of stories
With out bracings with bracing
15 38.6 17.6
14 36.9 16.1
13 34.5 14.6
12 31.5 13
11 28.2 11.5
10 25 9.9
9 22.4 8.4
8 19.7 7
7 17 5.6
6 14.2 4.3
5 11.4 3.1
4 8.7 2.1
3 6 1.2
2 3.5 0.6
1 1.2 0.1
Displacement Vs No of stories zone 5
soil 2 in Linear static analysis
WITHOUT BRACINGS
15 13 11 9 7 5 3 1
No of stories
soil-2.

Table 6.12 Comparative values of displacement in Linear static
AxisTitle
60
50
40
30
20
10
0
No of stories
15 49.9 24.6
14 48.5 22.9
13 46.7 21.2
12 44.5 19.3
11 41.9 17.4
10 39 15.4
9 35.8 13.4
8 32.4 11.4
7 29 9.5
6 25.4 7.7
5 21.8 5.9
4 18.1 4.3
3 14.6 2.9
2 11 1.7
1 7 0.7
base 49.9 24.6
Chart Title
without bracings
with bracings
Axis Title
in linear static analysis along Zone 5 soil-3.

MOMENT
No of stories
15 0 0
14 -9.1865 -1.9644
13 -4.7655 -0.4509
12 -5.3846 -0.142
11 -5.0931 -0.67
10 -4.9331 -0.7051
9 -8.4023 -1.747
8 -6.202 -2.1416
7 -6.2375 -2.538
6 -5.3823 -2.8962
5 -5.3719 -3.168
4 -5.226 -3.3336
3 -4.8501 -3.453
2 -4.4352 -3.9098
1 -3.9508 -1.5856
base -3.4218 -0.1273
ZONE 5 SOIL 1 MOMENT
0
15 13 11 9 7 5 3 1-2
-4
-6
-8
-10
Axis Title
Graph 6.13 Variation of moment with bracings &
without bracings in linear static analysis along Zone
5 soil-1.

Moment
No of stories
15 0 0
14 -5.8044 -1.0423
13 -2.939 -0.1253
12 -3.2756 -0.1759
11 -3.0199 -0.4061
10 -3.1871 0.2429
9 -7.7804 -0.7219
8 -5.4959 -0.3023
7 -5.6468 -0.2393
6 -5.353 -0.2014
5 -5.1031 -0.2144
4 -4.8092 -0.2646
3 -4.4797 -0.3511
2 -4.1068 -0.4622
1 -3.6618 -0.6834
base -3.1569 -1.5996
Moment vs No of stories zone 5 soil 2
in Linear static analysis
2
0
15 13 11 9 7 5 3 1-2
WITHO UT BRACING S-4
-6 WITH BRACINGS
-8
-10
No of stories
without bracings in linear static analysis along Zone
5 soil-2.

15 13.5198 3.8554
14 7.8516 1.5436
13 8.6153 1.1667
12 8.1314 0.8476
11 7.8828 0.6943
10 7.5748 0.6217
9 7.2371 0.6036
8 6.8607 0.6178
7 6.4424 0.6486
6 5.9777 0.6822
5 5.4597 0.7052
4 4.8885 0.701
3 4.2113 0.6468
2 3.5615 0.5201
1 1.9079 0.5001
base 1.10 0.40
15
10
MOMENT zone v soil 3
moment
5 without bracings
0
Axis Title

No of stories
15 0 0
14 -9.1716 -1.8781
13 -2.3183 -0.4016
12 -0.7969 0.0956
11 1.6103 0.6154
10 3.2697 1.1171
9 -0.3312 2.6892
8 3.0915 3.0842
7 4.3397 3.6684
6 5.7204 4.1473
5 6.8856 4.5854
4 7.946 5.0022
3 8.9383 5.3836
2 9.8976 6.0753
1 10.9168 5.4342
base 11.4281 -1.2607
SHEARFORCE
ZONE 5 SOIL 1 SHEAR FORCE
15
10
5
0
WITH BRACINGS -5
-10
-15

No of stories
15 0 0
14 -4.5576 -1.0252
13 2.0044 0.0909
12 4.3713 0.4713
11 7.4913 0.8633
10 9.2548 0.9423
9 4.719 1.8467
8 9.3709 2.2664
7 10.7151 2.7312
6 12.1956 3.0997
5 13.3722 3.4173
4 14.3853 3.7067
3 15.2777 3.9755
2 16.0966 4.4434
1 16.8864 4.3395
base 17.2417 -2.5484
Shearforce
Shear force Vs No of stories zone 5 soil
2 in linear static analysis
20
15
10
WITHO UT BRACING S5
0 WITH BRACINGS
15 13 11 9 7 5 3 1-5
-10
No of stories

15 11.2601 0.8792
14 11.8459 -0.0293
13 14.6359 -0.4963
12 16.5594 -0.9986
11 18.1719 -1.4825
10 19.4341 -1.9626
9 20.3936 -2.4391
8 21.081 -2.913
7 21.529 -3.3844
6 21.7645 -3.8539
5 21.8338 -4.3175
4 21.634 -4.8005
3 21.6853 -5.1348
2 17.3676 -6.4345
1 23.8213 -1.9928
base 11.2601 0.8792
shear
30
25
20
15
10
5
0
15 14 13 12 11 10 9 8 7 6 5 4 3 2 1-5
-10
Axis Title
without bracings

DYNAMIC ANALYSIS
Table 6.19 Comparative values of displacement in dynamic analysis
Displacement
120
100
80
60
40
20
0
No of stories
15 99.9 46.1
14 96.1 42.4
13 91 38.6
12 84.5 34.6
11 76.9 30.7
10 69.6 26.7
9 63.3 22.8
8 56.6 19
7 49.5 15.3
6 42.1 11.9
5 34.4 8.7
4 26.6 5.9
3 18.7 3.5
2 11.1 1.6
1 3.6 0.3
dispalcement vs no. of stories zone-4
soil-1 in dynamic analysis
without bracings
with bracings
15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
No. of stories
Graph 6.19 Variation of displacement with bracings & without
bracings in linear static analysis along Zone 4 soil -1.

Displacementinmm
150
100
50
0
No of stories
15 136.5 52.6
14 131.2 48.4
13 124 44
12 114.9 39.5
11 104.3 35
10 94.1 30.5
9 85.7 26.1
8 76.6 21.7
7 67 17.5
6 57 13.6
5 46.5 9.9
4 35.9 6.7
3 25.4 4
2 15 1.8
1 4.9 0.4
base 3.21 0
Dispacement Vs No of stories zone-4
soil-2 in Dynamic analysis
WITHOUT BRACINGS
No of stories
in linear static analysis along Zone 4 soil -1.

DISPLACEMENT
No of stories
15 117.2 0.001379
14 113.9 0.001284
13 109.7 0.001181
12 104.5 0.001075
11 98.3 0.000965
10 91.2 0.0008535
9 83.3 0.0007417
8 74.6 0.0006313
7 65.4 0.000524
6 55.6 0.0004216
5 45.5 0.0003262
4 35.1 0.0002395
3 24.8 0.000164
2 14.5 9.45E-05
1 4.7 3.41E-05
base 0 0
RESPONSE -- DISPLACEMENT
150
100
50
0
Axis Title
Series2

Table 6.22 Comparative values of moment in dynamic analysis along
2
0
No of stories
15 -9.2296 -1.9478
14 -4.8406 -0.3926
13 -5.4935 -0.3828
12 -5.2234 -1.0989
11 -5.0506 -1.226
10 -8.5803 -2.9796
9 -6.3566 -3.6886
8 -6.4109 -4.4411
7 -6.0657 -5.1335
6 -5.7627 -5.8286
5 -5.4208 -6.4226
4 -5.045 -6.9836
3 -4.6259 -8.1068
2 -4.1359 -4.6891
1 -3.6167 1.2645
base 0 0
moment vs no. of stories zone-4
Moment
-2
-4
-6
-8
-10
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
No. of stories
without bracings
Graph 6.22 Variation of moment with bracings & without bracings in

Moment
No of stories
15 0 0
14 1.1287 0.2799
13 2.0125 1.0728
12 3.0112 2.3594
11 4.1779 4.2441
10 5.2709 5.5117
9 6.3244 13.3267
8 7 16.7543
7 7.9663 21.2967
6 8.8516 26.0712
5 9.6189 31.0919
4 10.2299 36.3313
3 10.6398 41.2792
2 10.7991 49.4821
1 10.4012 36.0179
base 7.6687 16.1809
Moment Vs No of stories zone-4 soil-2
in Dynamic analysis
60
40
20 WITHOUT BRACINGS
0
No of stories

MOMENT
10
8
6
4
2
0
No of stories
15 0 0
14 1.18 0.14
13 1.9 0.24
12 2.79 0.5
11 3.52 0.71
10 4.48 0.91
9 5.49 1.08
8 6.42 1.24
7 7.27 1.38
6 8.02 1.49
5 8.64 1.59
4 9.11 1.68
3 9.43 1.75
2 9.5 1.82
1 9.35 1.81
base 5.51 2.04
RESPONSE -- MOMENT
Series1

Table 6.25 Comparative values of shear in dynamic analysis along zone-
4, soil-1 with bracings & without bracings.
Shear
10
5
0
-5
-10
-15
No of stories
15 -9.9128 -1.8878
14 -4.0191 -0.4966
13 -3.1903 -0.031
12 -1.444 0.5467
11 -0.5096 1.0272
10 -4.7948 2.4997
9 -1.5591 3.0007
8 -0.6183 3.6943
7 0.5067 4.3082
6 1.5021 4.8986
5 2.4555 5.4824
4 3.3978 6.0241
3 4.3525 6.9737
2 5.4299 5.9057
1 6.0021 0.0013
base 0 0
Shear vs no. of stories zone-4
with bracings
No. of stoires
static analysis along Zone 4 soil-1

Table 6.26 Comparative values of shear in dynamic analysis along
Shearforce
No of stories
15 0 0
14 7.3502 0.0297
13 18.2769 0.915
12 27.0614 1.0159
11 36.2086 0.7824
10 46.4265 1.1774
9 51.0367 2.5777
8 62.7406 1.6643
7 69.8711 0.6867
6 76.4887 0.8095
5 81.9491 2.3872
4 86.3218 4.2268
3 89.5393 6.0502
2 91.5717 9.0784
1 92.0187 4.0008
base 91.295 14.5967
Shear force Vs No of stories zone-4 soil-
2 in Dynamic analysis
100
80
60
40
WITHOUT BRACING S20
0 WITH BRACINGS
15 13 11 9 7 5 3 1
No of stories

SHEAR
No of storie s
15 0 0
14 5.84 0
13 14.92 0.13
12 22.05 0.17
11 29.12 0.32
10 35.67 0.53
9 41.75 2.48
8 47.27 2.87
7 52.19 3.08
6 56.45 3.13
5 60.01 6.06
4 62.82 8.16
3 64.89 10.32
2 66.15 12.7
1 67.24 14.34
base 60.99 12.42
RESPONSE -- SHEAR
80
60
40
20
0
Series2

Displacementinmm
No of storie s
15 149.8 69.2
14 144.1 63.6
13 136.4 57.8
12 126.7 51.9
11 115.4 46
10 104. 3 40.1
9 95 34.2
8 85 28.5
7 74.3 23
6 63.1 17.8
5 51.6 13
4 39.8 8.8
3 28.1 5.2
2 16.6 2.4
1 5.5 0.5
base 0 0
Displacement Vs No of stories zone-5
200
150
100
WITHO UT BRACING S50
0
15 13 11 9 7 5 3 1
No of stories
soil -1.

Displacementinmm
No of stories
15 201.2 81.4
14 193.6 74.8
13 183.2 68
12 170.1 61.1
11 154.9 54.1
10 140 47.1
9 127.4 40.3
8 114.1 33.5
7 99.8 27.1
6 84.8 20.9
5 69.3 15.3
4 53.5 10.4
3 37.8 6.1
2 22.3 2.8
1 7.4 0.6
base 0 0
soil 2 in Dynamic analysis
300
200
100 WITHO UT BRACING S
0 15 13 11 9 7 5 3 1
No of stories
in linear static analysis along Zone 5 soil -2.

No of stories
15 251.4 92.1
14 241.7 85.8
13 228.4 79.1
12 211.6 72.1
11 192.1 64.9
10 173.4 57.5
9 157.8 50.1
8 141.2 42.6
7 123.5 35.3
6 104.9 28.1
5 85.7 21.3
4 66.2 15
3 46.7 9.4
2 27.6 4.7
1 9.1 1.1
base 0 0
Displacementinmm
300 displacment zone 5 soil 3
250
200
150
WITHOUT BRACING S
100 WITH BRACINGS
50
0
15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
No of stories
soil -3.

Moment
80
60
40
20
0
No of stories
with out bracings with
bracing
15 0 0
14 1.1132 0.4053
13 2.1162 1.5037
12 3.2219 3.2808
11 4.4944 5.9251
10 5.6232 7.3715
9 6.8659 17.5538
8 7.6419 22.0868
7 8.7015 28.0523
6 9.6865 34.3207
5 10.531 40.9086
4 11.2027 47.7811
3 11.6532 54.2693
2 11.828 65.0312
1 11.3927 47.3405
base 8.3976 21.2429
WITHOUT BRACINGS
15 13 11 9 7 5 3 1
No of stories
without bracings in dynamic
analysis along Zone 5 soil-1.

zone-5, soil-2 with bracings & without bracings
15 201.2 81.4
14 193.6 74.8
13 183.2 68
12 170.1 61.1
11 154.9 54.1
10 140 47.1
9 127.4 40.3
8 114.1 33.5
7 99.8 27.1
6 84.8 20.9
5 69.3 15.3
4 53.5 10.4
3 37.8 6.1
2 22.3 2.8
1 7.4 0.6
base 0 0
Displacementinmm
soil 2 in Dynamic analysis
300
200
0 WITH BRACINGS
15 13 11 9 7 5 3 1
No of stories
in dynamic analysis along Zone 5 soil-2.

No of stories
15 4.2682 3.1126
14 3.4428 4.3699
13 3.5379 6.6909
12 3.4723 9.5912
11 3.3336 13.6734
10 5.6909 32.2662
9 5.1171 44.6132
8 5.002 52.0788
7 4.797 59.5223
6 4.567 66.9492
5 4.3112 66.9492
4 4.0175 72479
3 3.6868 80.9252
2 3.2423 54.7716
1 3.053 26.87
base 0 0
AxisTitle
soil-
3 in Dynamic anlysis
100
50
0 WITH BRACINGS
Axis Title
dynamic analysis along Zone 5 soil-3

Table 6.34 Comparative values of shear in dynamic analysis along
Shearforce
No of stories
15 0 0
14 8.3645 0.0867
13 20.4661 1.2753
12 30.2465 1.4233
11 40.3775 1.1146
10 51.8078 1.5615
9 56.9065 3.4099
8 69.6882 2.1683
7 77.5767 0.862
6 84.8861 1.0535
5 90.9206 3.1449
4 95.7518 5.5639
3 99.306 7.9572
2 101.5505 11.9296
1 102.041 5.2572
base 101.2421 19.1719
Shear force Vs No of stories zone-5
150
100
0
WITH BRACINGS
15 13 11 9 7 5 3 1
No of stories
bracings in dynamic analysis along Zone 5 soil-1.

shearforce
No of storie s
15 0 0
14 12.4292 0.1101
13 28.7774 1.4619
12 41.9959 1.6045
11 55.8756 1.1974
10 71.9689 1.6646
9 78.1866 3.6586
8 96.289 2.1441
7 106.7411 0.5133
6 116.5427 1.7723
5 124.5559 4.3642
4 130.9119 7.3178
3 135.5039 10.2291
2 138.2943 15.0389
1 138.5338 7.0249
base 137.244 23.1543
Shear Vs No of stories zone 5 soil 2 in
Dynamic analysis
150
100
0
15 13 11 9 7 5 3 1
No of stories

shearforce
25
20
15
10
5
0
No of stories
15 3.3322 0.1129
14 2.2076 3.1159
13 2.3818 4.1446
12 2.3125 4.406
11 2.2889 7.1143
10 4.864 13.8847
9 3.3806 13.6741
8 3.3586 13.4609
7 3.2102 12.74095
6 3.0645 106781
5 2.8954 8.2496
4 2.7044 5.46
3 2.4867 0.1416
2 2.2093 9.6931
1 2.0447 19.7242
base 1.108 17.1236
shear zone 5 soil 3 dynamic analysis
WITHOUT BRACINGS
No of stories

HIGH RISE
USING ETABS
Table 6.37
Comparison v
soil 1 displacement
with bracings
zone 4
Without bracings
20.1 10
zone 5 29.3 14.6
soil 1 displacement
zone 4 zone 5
29.3
20.1
10 14.6
with bracings
Graph 6.37 Comp rison values of displacement in linear sta ic analysis
along zone 4 an zone 5 soil 1 with bracings and without bracing

HIGH RISE
USING ETABS
Table 6.38
Compari
soil 1 moment
Without bracings with bracings
zone 4
9.6867 1.9812
9.1865 1.9644
zone 5
of zone 4&5
9.1865
1.9812 1.9644
Graph 6.38 Compa ison values of moment in linear static
ana ysis along zone 4 and z ne 5 soil 1 with bracings and
without brac ng

HIGH RISE
USING ETABS
Table 6.39
Soil 1 shear
zone 4
6.7641 1.2852
9.1716 1.8781
zone 5
zone 4&5
9.1716
1.2852 1.8781
zone 5
Graph 6.39 Compar son values of shear in linear static
analysi along zone 4 and zon 5 soil 1 with bracings and
without bracin s

HIGH RISE
USING ETABS
Table 6.40
Co
soil 2 displacement
zone 4
26.9 11.7
201.2 81.4
zone 5
displacement in zone 4&5
201.2 81.4
11.7
Graph 6.40 Comp rison values of displacement in linea stat
c analysis along zone 4 an zone 5 soil 2 with bracings and
without bracing

HIGH RISE
USING ETABS
Table 6.41
Compari
soil 2 moment
zone 4
9.6867 1.9812
1.4863 0.4785
zone 5
zone 4 zone 5
1.4863 1.9812
0.4785
with bracings
Graph 6.41 Compa ison values of moment in linear static
ana ysis along zone 4 and z ne 5 soil 2 with bracings and
without brac ng

HIGH RISE
USING ETABS
Table 6.42 Compa
soil 2 shear
zone 4
9.1318 1.8833
12.4292 0.1101
zone 5
soil 2 shear comparision
9.1318 12.4292
1.8833 0.1101
Graph 6.42 Compar son values of shear in linear static
analysi along zone 4 and zon 5 soil 2 with bracings and
without bracin s

HIGH RISE
USING ETABS
Table 6.43
Comparison values
soil 3 displacement
zone 4
0.9 0.5
49.9 24.6
zone 5
zone 4 zone 5
49.9
24.6
0.5
Graph 6.43 Comp rison values of displacement in linear stat c analysis
along zone 4 an zone 5 soil 3 with bracings and without bracing

HIGH RISE
USING ETABS
Table 6.44 Compari
soil 3 moment
zone 4
11.13 2.69
13.5198 3.8554
zone 5
13.5198
2.69 3.8554
with bracings
Graph 6.44 Compa ison values of moment in linear static ana ysis along
zone 4 and z ne 5 soil 3 with bracings and without brac ng

HIGH RISE
USING ETABS
Table 6.45
Compa
soil 3 shear
Without bracings
0
11.2601 0.8792
soil 3 shear comparision
zone 4 zone 5
11.2601
0 2.37 0.8792
with bracings
Graph 6.45 Compar son values of shear in linear static analysi along
zone 4 and zon 5 soil 3 with bracings and without bracin s

HIGH RISE
USING ETABS
Table 6.46
soil 1 displac em nt
zone 4
99.9 46.1
149.8 69.2
zone 5
comparision
99.9
149.8
69.246.1
Graph 6.46 Compar son values of displacement in dynamic an lysis
along zone 4 and z ne 5 soil 1 with bracings and without bra ing

HIGH RISE
USING ETABS
Table 6.47
zone 4
zone 5
9.1865 9.2296
1.9644 1.9478
Graph 6.47 Compar son values of moment in dynamic analysi along

HIGH RISE
USING ETABS
Table 6.48
r in dynamic
zone 4
zone 5
8.3645 9.9128
0.0867 1.8878
Graph 6.48 Comp rison values of shear in dynamic analysis long zone 4
and zon 5 soil 1 with bracings and without bracin s
Dr.K.V.S.R.I.T Knl
Page 105

HIGH RISE
USING ETABS
Table 6.49
zone 4
zone 5
comparision
201.2 136.5 81.4 52.6
withoutbracings with bracings
along zone 4 and z ne 5 soil 2 with bracings and without brac ng

HIGH RISE
USING ETABS
Table 6.50
Compari
zone 4
zone 5
1.4863
zone 4 zone 5
1.1287 0.4785
0.2799
withoutbracings with bracings
Graph 6.50 Compa ison values of moment in dynamic analysi along

HIGH RISE
USING ETABS
Table 6.51
Compari
zone 4
zone 5
zone 4 zone 5
7.3502
0.1101 0.0297
with bracings

HIGH RISE
USING ETABS
Table 6.52
soil 3 displacement
zone 4
117.2 0.001379
251.4 92.1
zone 5
comparision
251.4
117.2 92.1 0.001379
along zone 4 and z ne 5 soil 3 with bracings and without brac ng

HIGH RISE
USING ETABS
Table 6.53
Comparis
soil 3 moment
zone 4
1.18 0.14
4.2682 3.1126
zone 5
zone 4 zone 5
4.2682
3.1126
1.18
0.14
with bracings
Graph 6.53 Compar son values of moment in dynamic analysi along

HIGH RISE
USING ETABS
Table 6.54 Compari
soil 3 shear
zone 4
5.84 0
3.3322 0.1129
zone 5
5.84
3.3322
0.1129 0

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Results of ETABS on HIGH RISE RESIDENTIAL BUILDINGS

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Results of ETABS on HIGH RISE RESIDENTIAL BUILDINGS