: Determine the adequacy of the interior top floor column (A) of the braced frame the Figure below. The column is (400 mm x 400 mm) with (6 Ø 25 mm) bars, fy= 420 MP f'e 28 MPa, and is to carry a service load of 480 kN live load and 160 kN dead loa Bending moments are calculated and found to be negligible. k=0.6. Beams 300 x 500 mm Column (A) 400 x 400 mm

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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: Determine the adequacy of the interior top floor column (A) of the braced frame of
the Figure below. The column is (400 mm x 400 mm) with (6 Ø 25 mm) bars, fy=420 MPa,
f'e = 28 MPa, and is to carry a service load of 480 kN live load and 160 kN dead load.
Bending moments are calculated and found to be negligible. k=0.6 .
4 m
4 m
#
4 m
3
2
1
k
Beams 300 x 500 mm
Column
Beams 300 x 500 mm
7777
7777
(A) 400 x 400 mm
7777
4 @ 8.2 m = 32.8 m
Transcribed Image Text:: Determine the adequacy of the interior top floor column (A) of the braced frame of the Figure below. The column is (400 mm x 400 mm) with (6 Ø 25 mm) bars, fy=420 MPa, f'e = 28 MPa, and is to carry a service load of 480 kN live load and 160 kN dead load. Bending moments are calculated and found to be negligible. k=0.6 . 4 m 4 m # 4 m 3 2 1 k Beams 300 x 500 mm Column Beams 300 x 500 mm 7777 7777 (A) 400 x 400 mm 7777 4 @ 8.2 m = 32.8 m
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