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, anda uniformly distributed dead load of 1 k/ft. Hinge E Hinge Laon taon -20 ft -20 ft- -30 ft- -30 ft- +15 fn--15 ft-| a. -21.5 k b. -8.5 k O c. -45.83 k d. -60.00 k

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
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
C
Hinge
E
D
-20 ft-20 ft-
-30 ft-
-30 ft-
+15 ft--15 ft-
O a. -21.5 k
O b. -8.5 k
O c. -45.83 k
O d. -60.00 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 C Hinge E D -20 ft-20 ft- -30 ft- -30 ft- +15 ft--15 ft- O a. -21.5 k O b. -8.5 k O c. -45.83 k O d. -60.00 k
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