Q2: Calculate the slenderness ration for the column (C5) as shown in fig. (2), where column dimension 0.4m in x-direction, 0.4m in Y-direction, beam dimension b=0.3, h=0.6 m, fy =420Mpa, f'c=25MPa and frame braced lateral in Y-direction. Bras Non 3.50m C6 3.50m C5 4.00m C3 C4 C2 6.00m Figure (2) C1 6.00m 6.00m 6.00m- Spin Master Lad 693

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Q2: Calculate the slenderness ration for the column (C5) as shown in fig.
(2), where column dimension 0.4m in x-direction, 0.4m in Y-direction,
beam dimension b=0.3, h=0.6 m, fy =420Mpa, f'c=25MPa and frame braced
lateral in Y-direction.
Bras
Non
3.50m
C6
3.50m
C5
4.00m
C3
C4
C2
6.00m
Figure (2)
C1
6.00m
6.00m 6.00m-
Spin Master Lad
693
Transcribed Image Text:Q2: Calculate the slenderness ration for the column (C5) as shown in fig. (2), where column dimension 0.4m in x-direction, 0.4m in Y-direction, beam dimension b=0.3, h=0.6 m, fy =420Mpa, f'c=25MPa and frame braced lateral in Y-direction. Bras Non 3.50m C6 3.50m C5 4.00m C3 C4 C2 6.00m Figure (2) C1 6.00m 6.00m 6.00m- Spin Master Lad 693
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