Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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USE MOMENT DISTRIBUTION METHOD 

 

15.6 Solve Problem 15.2 for the loading shown in Fig. P15.2
and a settlement of in. at support B.
A
20 k
15 ft.
1.5 k/ft
+
E = 29,000 ksi
15 ft
LB
3 k/ft
-20 ft
I = 1,650 in.4
с
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Transcribed Image Text:15.6 Solve Problem 15.2 for the loading shown in Fig. P15.2 and a settlement of in. at support B. A 20 k 15 ft. 1.5 k/ft + E = 29,000 ksi 15 ft LB 3 k/ft -20 ft I = 1,650 in.4 с
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