For the beam below, determine the maximum negative shear at point D due to a concentrated live load of 30 k, a uniformly distributed live load of 3 k/ft, and a uniformly distributed dead load of 1 k/ft. Hinge Hinge C D E F -20 ft--20 ft- -30 ft 30 ft- 15 ft--15 ft- O a. -45.83 k O b. -60.00 k O C. 21.5 k O d. -8.5 k

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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For the beam below, determine the maximum negative shear at point D due to a concentrated live load of 30 k, a uniformly distributed live load of 3 k/ft, and a uniformly distributed dead load of 1 k/ft.
Hinge
B,
Hinge
F
D
Loont20n
Iisatisnd
-20 ft-
-30 ft
-30 ft-
15 ft--15 ft-
O a. -45.83 k
O b. -60.00k
O c. -21.5 k
O d. -8.5 k
Transcribed Image Text:For the beam below, determine the maximum negative shear at point D due to a concentrated live load of 30 k, a uniformly distributed live load of 3 k/ft, and a uniformly distributed dead load of 1 k/ft. Hinge B, Hinge F D Loont20n Iisatisnd -20 ft- -30 ft -30 ft- 15 ft--15 ft- O a. -45.83 k O b. -60.00k O c. -21.5 k O d. -8.5 k
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