please sir FROBLEM.For hhe gier propped beam4The deffetign at the mitspan.braw the Shegr & Momert dingramsLise E =50Xid2 Nmm, determineFIGYAEMA50 kl/m4, 000 M2000 M6.000 mThe deflectionn art any distace X withM at the left support is given byEly=GLMX(L)(21-x)

Answered: Image /qna-images/answer/024a2d6b-7e92-4aaf-9390-897935d9628e.jpg

Answered: FROBLEM. For the gier propped begm,…

FROBLEM. For the gier propped begm, determine 4Thẻ deffeig at the mitspan. 2 braw the Shegr & Moment dingams Lke E =50Xid2 N tmm 2

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 sir

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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Step 1: Determination of Redundant force at B ,R

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Step 2: Determination of Deflection at Mid span

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