15 KN 16 KN/M フに、ル A G 1.Sm 45m CASE E=200X10 kpa 1 = 135X10-6m4

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Calculate the Slope at C and Deflection at C

 

Using

a) Moment area theorem and

B) conjugate beam method 

 

1 = 135X10
15KN
16 KN/m
フにぴ、m
1.Sm
zm
4.5m
zm
CASE
E-200X10 kpa
1.
Transcribed Image Text:1 = 135X10 15KN 16 KN/m フにぴ、m 1.Sm zm 4.5m zm CASE E-200X10 kpa 1.
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