,2m B Í 4m 下ig. 1

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 method of moment distribution, calulete
Q² By
the moments at suypports of Fig.(2). E is const.
Do only 3 Cycks of istribution at
most.
P? Using approximate hetked of analysis, find the
internal forces at sec.a-a and sec.b-b and Sec. C.c.
CFig.3)
36KN
lokN loku
AB,2I
2.
It
4m
Fig. I
Fig.2
lokN/m
15KN/m
40kW
77TT
6m
Fiy.3
Transcribed Image Text:the method of moment distribution, calulete Q² By the moments at suypports of Fig.(2). E is const. Do only 3 Cycks of istribution at most. P? Using approximate hetked of analysis, find the internal forces at sec.a-a and sec.b-b and Sec. C.c. CFig.3) 36KN lokN loku AB,2I 2. It 4m Fig. I Fig.2 lokN/m 15KN/m 40kW 77TT 6m Fiy.3
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