-6 @ - 6.67' = 40 C4 (A) I B2 GI B3 B4 2 @ 10'= 20' C2 (B) G4 G3 G2 BI 5 @ 8'= 40' C3 CI 40 20-

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The building section associated with the floor plan
in Figure P2.4 is shown in Figure P2.8. Assume a live load
of 60 lb/ft2
on all three floors. Calculate the axial forces
produced by the live load in column C2 in the third and
first stories. Consider any live load reduction if permitted
by the ASCE standard.

-6 @ -
6.67' = 40
C4
(A)
I
B2
GI
B3
B4
2 @ 10'= 20'
C2
(B)
G4
G3
G2
BI
5 @ 8'= 40'
C3
CI
40
20-
Transcribed Image Text:-6 @ - 6.67' = 40 C4 (A) I B2 GI B3 B4 2 @ 10'= 20' C2 (B) G4 G3 G2 BI 5 @ 8'= 40' C3 CI 40 20-
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