EI is Constant. Calistruct Bending Moment. Use 3 (Three) moment equation to Callewat Fixed 20KN = hinged 20KN hinged. 4m 2m 14 2m 4m 2m 4 A 20 KN/m Uniformal distributed load of 20kN/m for entire beam of 14m.
EI is Constant. Calistruct Bending Moment. Use 3 (Three) moment equation to Callewat Fixed 20KN = hinged 20KN hinged. 4m 2m 14 2m 4m 2m 4 A 20 KN/m Uniformal distributed load of 20kN/m for entire beam of 14m.
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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3 moment equation for this problem

Transcribed Image Text:EI is Constant. Calistruct Bending Moment.
Use 3 (Three) moment equation to Callewat
Fixed
20KN
= hinged
20KN
hinged.
4m
2m
14
2m
4m
2m 4
A 20 KN/m
Uniformal distributed load of 20kN/m for entire
beam of 14m.
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