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Engineering
Civil Engineering
Moment CD choices: -9.17kN-m -13.39kN-m -15.56kN-m -18.01kN-m Moment at A choices -49.51kN-m -32.99kN-m -12.55kN-m -55.05kN-m for Moment at D -11.09kN-m -40.82kN-m -34.43kN-m -24.34kN-m

Moment CD choices: -9.17kN-m -13.39kN-m -15.56kN-m -18.01kN-m Moment at A choices -49.51kN-m -32.99kN-m -12.55kN-m -55.05kN-m for Moment at D -11.09kN-m -40.82kN-m -34.43kN-m -24.34kN-m

Structural Analysis
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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please help us to solve the moment at CD, Moment at D and moment at A

Moment CD choices:

-9.17kN-m

-13.39kN-m

-15.56kN-m

-18.01kN-m

Moment at A choices

-49.51kN-m

-32.99kN-m

-12.55kN-m

-55.05kN-m

for Moment at D

-11.09kN-m

-40.82kN-m

-34.43kN-m

-24.34kN-m

we really need your help thank you very much for the help

Using the slope-deflection method, draw the bending moment diagram. 3M 3A An 20kN/m ZEJ 5 EJ 363
Transcribed Image Text:Using the slope-deflection method, draw the bending moment diagram. 3M 3A An 20kN/m ZEJ 5 EJ 363
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