For the given loads w = 28 KN/m and M-70 KN.m is supported as shown by a roller at D and a hinge at D

International Edition---engineering Mechanics: Statics, 4th Edition
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Author:Andrew Pytel And Jaan Kiusalaas
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Chapter6: Beams And Cables
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Problem 6.41P: The 24-ft timber floor joist is designed to carry a uniformly distributed load. Because only 16-ft...
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For the given loads w = 28 KN/m and M=70 KN.m is supported as shown by a roller at D and a hinge at D
W kN/m
M kN - m
1m-
3 m-
2 m
Magnitude of reaction at D is (KN)
а. 56
b. 140
c. 112
d. 168
e. 196
Magnitude of reaction at A is (KN)
а. 126
b. 168
c. 112
d. 56
е. 28
Shear force just to the right of D
Shear force just to the left of D
Bending moment just to the right of B (KN.m)
a. -28
b. -42
C. -56
d. -70
e. -84
Maximum absolute value of bending moment (KN.m) is
Transcribed Image Text:For the given loads w = 28 KN/m and M=70 KN.m is supported as shown by a roller at D and a hinge at D W kN/m M kN - m 1m- 3 m- 2 m Magnitude of reaction at D is (KN) а. 56 b. 140 c. 112 d. 168 e. 196 Magnitude of reaction at A is (KN) а. 126 b. 168 c. 112 d. 56 е. 28 Shear force just to the right of D Shear force just to the left of D Bending moment just to the right of B (KN.m) a. -28 b. -42 C. -56 d. -70 e. -84 Maximum absolute value of bending moment (KN.m) is
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