09.28 l"fil A @ 28 4 PR INTERNA... 200 N · m A В Fimtim - 1 m --1 m 2 m (a) 1/2 200 N/m A B 3 m 3 m (b)
09.28 l"fil A @ 28 4 PR INTERNA... 200 N · m A В Fimtim - 1 m --1 m 2 m (a) 1/2 200 N/m A B 3 m 3 m (b)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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in each case, calculate the reaction at a and then draw the free-body diagram of segment ab of the beam in order.to determine the internal loading at b

Transcribed Image Text:09.28 .l"il
A @ 28
PR INTERNA...
200 N · m
В
m
2 m
1/2
200 N/m
A
|B
3 m
3 m
(b)

Transcribed Image Text:300 N/m
A
D
В
|C
-2 m
2 m
3 m
(с)
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