40 k 1.5 k/ft 40 k A G B F D 20 ft 20 ft- 10 ft' 10 ft 10 ft' 10 ft 21 = constant

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Determine the reactions and draw the shear and bending moment diagrams for the beams shown in Figs by using the moment-distribution method.

40 k
1.5 k/ft
40 k
A
G
B
F
D
20 ft 20 ft-
10 ft' 10 ft
10 ft' 10 ft
21
= constant
Transcribed Image Text:40 k 1.5 k/ft 40 k A G B F D 20 ft 20 ft- 10 ft' 10 ft 10 ft' 10 ft 21 = constant
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