M kN.m A B m+1 m+ C W kN/m 3 m 2 m E
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
For the given loads w = 36 KN/m and M=90 KN.m is supported as shown by a roller at D and a hinge at D
1- Magnitude of reaction at D is (KN) : (a. 72 - b. 180 - c. 144 - d. 216 - e. 252 )
2- Magnitude of reaction at A is (KN): (a. 72 - b. 108 - c. 252 - d. 36 - e. 180 )
3- Bending moment just to the right of B (KN.m) : (a. -36 - b. -54 - c. -72 - d. -90 - e. -108)
4-Find Shear force just to the right of D
5- Find Shear force just to the left of D
6- Find Maximum absolute value of bending moment (KN.m) is
Transcribed Image Text:M kN.m
A
B
m+1 m+
C
W kN/m
3 m
2 m
E
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