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
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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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)
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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