Forces in beams, girders, and columns For the floor plan shown below, a = 20 ft, b = 30 ft, and c = 4 ft. Each floor of the regular 5-story building is subjected to a floor load of 35 psf. Answer the three questions to the right. Do not apply live load reductions.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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a. What is the value of the distributed load in beam B2 in plf (lb/ft)?


b. What is the value of each of the point loads acting on girder G2 in kips to one decimal place?

c.  What is the value of the force in column C4 in the ground floor (in kips to one decimal place)?

Forces in beams, girders, and columns
For the floor plan shown below, a =
20 ft,
b = 30 ft, andc = 4 ft. Each floor of the
regular 5-story building is subjected to a
floor load of 35 psf. Answer the three
questions to the right. Do not apply live
load reductions.
a
b
C4 I
C5
C6
G2
G3
B1
G1
C2
C1
C3
I
B2
8 @ c
Transcribed Image Text:Forces in beams, girders, and columns For the floor plan shown below, a = 20 ft, b = 30 ft, andc = 4 ft. Each floor of the regular 5-story building is subjected to a floor load of 35 psf. Answer the three questions to the right. Do not apply live load reductions. a b C4 I C5 C6 G2 G3 B1 G1 C2 C1 C3 I B2 8 @ c
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