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## 46I16 IJAET0916922 v6 iss4 1848to1854.pdf

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International Journal of Advances in Engineering &amp; Technology, Sept. 2013.
ISSN: 22311963
For all floor levels
For all Floor Levels
For Terrace Level
For Typical Floor Level
4) Wind Load: (only in Y-direction)
As per IS 875(part 3) – 1987
Wind speed Vb (m/s)
Terrain category
Structure class
Risk coefficient (k1 Factor)
Topography (k3 factor)
For wind co-efficient referred Figure 4A,
Page no 39 in IS-875(part-3)-1987.
As per IS 1893:2002 Considering,
Seismic zone
Zone Factor
Type of Soil
Importance Factor
Response Reduction Factor

IV.

=1.5 kN/m2
= 4 kN/m2
= 1.68 kN/m
= 4.66 kN/m

= 44
=2
=C
=1
=1

= III
= 0.16
= Medium Soil
=1
= 5.

PARAMETERS FOR ANALYSIS AND DESIGN

load to analysis and design using ETABS VERSION 9.5 software. In this term we are taking
maximum deflection according to DCON 6 wind combination (DCON 6 = 1.5 DL + 1.5 WL). In 30
story building we have compared different models (Models A1, B1, C1, D1) with respect to
displacement.

V.

RESULTS

The analysis and design results for different models are shown in tabular and graphical form, their
results are compared with each other. Notation “D” is used for deflection in showing the results in the
tabular form: D - Displacement in mm
TABLE 2 Displacement for (Model A1, B1, C1, D1)
SR NO

1851

STORY
NAME

A1

DISPLACEMENT “D” IN (mm)
B1
C1

D1

1

STORY 31

360.52

221.95

88.05

290.25

2

STORY 30

347.04

213.62

83.53

279.06

3

STORY 29

333.52

205.23

79.02

267.82

4

STORY 28

319.98

196.77

74.57

256.51

5

STORY 27

306.39

188.24

70.20

245.13

6

STORY 26

292.74

179.64

65.91

233.69

7

STORY 25

278.91

171.02

61.71

222.24

8

STORY 24

265.00

162.36

57.60

210.75

9

STORY 23

251.04

153.65

53.59

199.23

10

STORY 22

237.04

144.92

49.67

187.71

11

STORY 21

223.00

136.22

45.85

176.24

12

STORY 20

208.92

127.52

42.12

164.79

13

STORY 19

194.86

118.84

38.49

153.39

Vol. 6, Issue 4, pp. 1848-1854