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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 O a.-8.5 k O b.-45.83 k Hinge -20 ft-20 ft- O c.-60.00 k O d.-21.5 k C 2 -30 ft- D -30 ft- Hinge. E P F G +15 ft--15 ft-

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 O a.-8.5 k O b.-45.83 k Hinge -20 ft-20 ft- O c.-60.00 k O d.-21.5 k C 2 -30 ft- D -30 ft- Hinge. E P F G +15 ft--15 ft-

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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.

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. |--2011---20 O a.-8.5 k O b. -45.83 k c. -60.00 k Hinge O d.-21.5 k ft- C -30 ft- D -30 ft- Hinge. E F G LISA-+-15A+
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. |--2011---20 O a.-8.5 k O b. -45.83 k c. -60.00 k Hinge O d.-21.5 k ft- C -30 ft- D -30 ft- Hinge. E F G LISA-+-15A+
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