Using the building section associated with the floor plan in figure below, assume a total dead load of 60 lb/ft2 all four floors ( do not include the self- weight of column in this problem). Calculate the axial forces in kips produced by dead loads in column A1 (axis A&1) in the first story. G1 A1 C1 L B3 B1 40' A2 G2 B4 B2 30' G3 C3 A3 2@13' = 26' I→ 2@13' = 26' 40' 30- -4 @ 10' = 30'

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Using the building section associated with the floor plan in figure below,
assume a total dead load of 60 lb/ft2 all four floors ( do not include the self-
weight of column in this problem). Calculate the axial forces in kips produced by
dead loads in column A1 (axis A&1) in the first story.
G1
A1
H
H
C1
B3
B1
40'
A2
I
G2
C2
B4
B2
30'
G3
C3
A3
I
2@13'= 26'
2@13'26'
40'
4 @ 10'= 30'
Transcribed Image Text:Using the building section associated with the floor plan in figure below, assume a total dead load of 60 lb/ft2 all four floors ( do not include the self- weight of column in this problem). Calculate the axial forces in kips produced by dead loads in column A1 (axis A&1) in the first story. G1 A1 H H C1 B3 B1 40' A2 I G2 C2 B4 B2 30' G3 C3 A3 I 2@13'= 26' 2@13'26' 40' 4 @ 10'= 30'
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