Determine the force in brace 1 if the braces are assumed to be non-slender. The story height is 10 ft, the bay width is 16 ft, and the load is 2.7 kips. Tension is positive and compression is negative. 1 2 P Determine the value of shear force in column 1 (in kips, absolute value) if the bay width is 20 ft the story height is 11 ft and the load P is 3.3 kips. P 1 2 3

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Determine the force in brace 1 if the braces are assumed to be non-slender. The story height is 10 ft, the bay width is 16 ft, and the load is 2.7 kips. Tension is
positive and compression is negative.
1
2
P
Determine the value of shear force in column 1 (in kips, absolute value) if the bay width is 20 ft the story height is 11 ft and the load P is 3.3 kips.
P
1
2
3
Transcribed Image Text:Determine the force in brace 1 if the braces are assumed to be non-slender. The story height is 10 ft, the bay width is 16 ft, and the load is 2.7 kips. Tension is positive and compression is negative. 1 2 P Determine the value of shear force in column 1 (in kips, absolute value) if the bay width is 20 ft the story height is 11 ft and the load P is 3.3 kips. P 1 2 3
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