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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
TABLE 1 Property of Autoclave Aerated Block
PROPERTY OF AAC BLOCK
DRY DENSITY
(Kg/m3)

COMPRESSIVE
STRENGTH N/mm2

STATIC MODULUS OF
ELASTICITY (KN/mm2

400

1.3-2.8

0.18-1.17

500

2.0-4.4

1.24-1.84

600

2.8-6.3

1.76-2.64

700

3.9-8.5

2.42-3.58

For Models (A1, B1, C1, D1)
Column size (In mm)
STORY 27 TO 31
: 300 × 600 mm
STORY 23 TO 26
: 450 × 600 mm
STORY 18 TO 22
: 525 × 825 mm
STORY 11 TO 17
: 600 × 1050 mm
STORY 6 TO 10
: 825 × 1050 mm
STORY 1 TO 5
: 825 × 1350 mm
Slab Thickness
: 150 mm
Beam size
(Basement story and ground floor story)
: 600 × 900 mm
(1st story to 5th story)
: 450 × 750 mm
(6th story to 30th story)
: 450 × 600 mm
Thickness of service shear wall (lift purpose) SW1
: 150 mm
SW2
: 200 mm
Thickness of other shear wall SW
: 300 mm
Along shorter direction of a building plan length of SW : 4.0 m
Along longer direction of a building plan length of SW : 3.0 m
Periphery wall (used autoclave aerated block)
: 230 mm
Different Location of Shear Wall in Plan

A1 MODEL

B1 MODEL

C1 MODEL

D1 MODEL

FIGURE 2 B+G+29 Storey Building Plan W/O Sw Model(A1), Side Centre Sw Model(B1), Corner Sw
Model(C1), Sw At Centre Of Building Plan Model(D1) With Changing C/S Of Column

III.

LOAD CONSIDERED

1) Floor finish load

1850

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