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45I16 IJAET0916895 v6 iss4 1836to1847.pdf


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International Journal of Advances in Engineering & Technology, Sept. 2013.
©IJAET
ISSN: 22311963
Maximum axial forces are the near the same values but EQ. ZONE = III & ZONE = IV is 0.20 % less
compare to the Wind model for the SC1 in (RCC). Maximum axial forces are the near the same values
but EQ. ZONE = III & ZONE = IV is 0.71 % less compare to the Wind model for the C in (RCC).
Maximum axial forces are the near the same values but EQ. ZONE = III & ZONE = IV is 0.18 % less
compare to the Wind model for the SC2 in (RCC).

Storey
S-31
S-31
S-31
S-31
S-31
S-31
S-31
S-31

Load Case
WIND
1.5DL+1.5LL
1.2DL+1.2LL+1.2WL
1.2DL+1.2LL+1.2NWL
1.5DL+1.5WL
1.5DL+1.5NWL
0.9DL+1.5WL
0.9DL+1.5NWL

86
0
103
103
129
129
129
129

Displacement In ( mm ) ( At Top Storey )
37
34
39
37
50
0
0
0
0
0
44
40
47
44
60
44
40
47
44
60
55
51
58
55
75
55
51
58
55
75
55
51
58
55
75
55
51
58
55
75

SABC+B

SABC

SSBC+B

SSBC

S+B

DL = Dead Load
LL = Live Load
WL = Wind Load
NWL = Negative Wind Load

STEEL






RCC

Table No. 5 : Displacement Due to Forces Wind

39
0
47
47
59
59
59
59

Graph 2: Storey Wise Nodal Displacement for 0.9DL+1.5EQY.

Graph 3 : Storey Wise Nodal Displacement for 0.9DL+1.5EQY.

1844

Vol. 6, Issue 4, pp. 1836-1847