EI = 3 * 10" KN.m² Q₁/ For the beam shown in fig. (1). Find all moments (Use S.D.M.) 100KN 20KN/m 20KN KT B. I 21 5m 2m 2m + 0.02 hadd 15mm Fig. (1) Ito 1.5m

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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EI = 3 * 10 KN.m²
Q₁/ For the beam shown in fig. (1). Find all moments
(Use S.D.M.)
100KN
20KN/m
20KN
I
21
5m
A
0.02 hadd
2m
2m
B.
15mm
Fig. (1)
1.5m
Transcribed Image Text:EI = 3 * 10 KN.m² Q₁/ For the beam shown in fig. (1). Find all moments (Use S.D.M.) 100KN 20KN/m 20KN I 21 5m A 0.02 hadd 2m 2m B. 15mm Fig. (1) 1.5m
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