For the given beam in figure 7. Distribution Factor at point 3 considering span 2-3 a. 0.375 b. 1 C. 0.625 d. 0 Moment at point 3 a. 400 lb-ft b. 122 lb-ft C. 339 lb-ft d. 238 lb-ft 50 lb/ft 4R 6 ft Figure 7 10 ft 60 lb/ft

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Situation:
For the given beam in figure 7.
Distribution Factor at point 3 considering span 2-3
a. 0.375
b. 1
C. 0.625
d. 0
Moment at point 3
400 lb-ft
122 lb-ft
C.
339 lb-ft
d. 238 lb-ft
a.
b.
50 lb/ft
6 ft
Figure 7
10 ft
60 lb/
Transcribed Image Text:Situation: For the given beam in figure 7. Distribution Factor at point 3 considering span 2-3 a. 0.375 b. 1 C. 0.625 d. 0 Moment at point 3 400 lb-ft 122 lb-ft C. 339 lb-ft d. 238 lb-ft a. b. 50 lb/ft 6 ft Figure 7 10 ft 60 lb/
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