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The deffectign at the mitspan. 2 braw the Shear & Momept diagrams Uise E=50Xid2 Nm2

The deffectign at the mitspan. 2 braw the Shear & Momept diagrams Uise E=50Xid2 Nm2

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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FROBLEM. For hhe gier propped beam 4The deffetign at the mitspan. braw the Shegr & Momert dingrams Lise E =50Xid2 Nmm , determine FIGYAE MA 50 kl/m 4, 000 M 2000 M 6.000 m The deflectionn art any distace X with M at the left support is given by Ely=GL MX(L)(21-x)
Transcribed Image Text:FROBLEM. For hhe gier propped beam 4The deffetign at the mitspan. braw the Shegr & Momert dingrams Lise E =50Xid2 Nmm , determine FIGYAE MA 50 kl/m 4, 000 M 2000 M 6.000 m The deflectionn art any distace X with M at the left support is given by Ely=GL MX(L)(21-x)
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