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46I16 IJAET0916922 v6 iss4 1848to1854.pdf


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International Journal of Advances in Engineering & Technology, Sept. 2013.
©IJAET
ISSN: 22311963

II.

GENERAL DESIGN CONSIDERATIONS

2.1 Types of Models
The mathematical models developed in ETABS V9.5 for the purpose of this study are having the
following:
Way to read models (A1, B1, C1 and D1)
A=Without Shear Wall Model
B=Side Center Shear Wall Model
C=Corner Shear Wall Model
D=Shear Wall At Center Of Building Plan Model
1=Cross Section Of Column Change
General Geometry Data of 30 Story Building for Model (A1, B1, C1, D1)
Plan dimension
: 44.16 m × 10.98 m
Total height of building from ground level
: 93.24 m
Structural plan of building as shown in figure 1

(A) PLAN OF BUILDING

(B) FRONT VIEW

(C) SIDE VIEW

(D) 3 D VIEW

Figure 1 (A) Plan, (B) Front View, (C) Side view, (D) 3 D View of 30 Story Building

Type of soil
: Medium
Total Story
: Basement +Ground +29
Basement story height
: 3.9 m
Ground floor height and first floor height
: 3.9 m
Typical floor height
: 3.048 m
Grade of steel use in building
: Fe500 only
Grade of concrete use in building
: M45 only
Autoclave aerated block (AAC BLOCK) used instead of brick masonry work in building

1849

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