The left half of the simply supported beam carries a uniformly distributed load of internsity 600N/m. A. Compute the value of EIS at midspan. B. If E= 10GPa, determine the smallest value of I that limits the midspan displacement to 1/360th of the span. 600 N/m AO x 4 m B -4 m

Structural Analysis
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Chapter2: Loads On Structures
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The left half of the simply supported beam carries a uniformly distributed load of internsity 600N/m.

A.Compute the value of EI? at midspan.

B.If E= 10GPa, determine the smallest value of I that limits the midspan displacement to 1/360th of the span.

The left half of the simply supported beam carries a uniformly distributed load of internsity 600N/m.
A. Compute the value of EIS at midspan.
B.
If E= 10GPa, determine the smallest value of I that limits the midspan displacement to 1/360th of the
span.
600 N/m
AO
x
4 m
B
-4 m
Transcribed Image Text:The left half of the simply supported beam carries a uniformly distributed load of internsity 600N/m. A. Compute the value of EIS at midspan. B. If E= 10GPa, determine the smallest value of I that limits the midspan displacement to 1/360th of the span. 600 N/m AO x 4 m B -4 m
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