The beam shown below is subjected to a factored uniform load of 8 kips/ft. The concrete strength is 4,000 psi and the steel is Grade 60. Calculate the nominal shear strength of the beam section. Is the beam safe in terms of the shear design? If so, redesign the beam to make the design more economical. If not, redesign the beam for shear to make the design safe. 24" an 20 ft 24" 8#9 16" d=21" #3 stirrups @ 10" (center-to-center)

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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The beam shown below is subjected to a factored uniform load of 8 kips/ft. The concrete strength is
4,000 psi and the steel is Grade 60. Calculate the nominal shear strength of the beam section. Is the
beam safe in terms of the shear design?
If so, redesign the beam to make the design more economical. If not, redesign the beam for shear to
make the design safe.
24"
Then
20 ft
mm.
24"
in
...
8#9
16"
d=21"
#3 stirrups @ 10"
(center-to-center)
Transcribed Image Text:The beam shown below is subjected to a factored uniform load of 8 kips/ft. The concrete strength is 4,000 psi and the steel is Grade 60. Calculate the nominal shear strength of the beam section. Is the beam safe in terms of the shear design? If so, redesign the beam to make the design more economical. If not, redesign the beam for shear to make the design safe. 24" Then 20 ft mm. 24" in ... 8#9 16" d=21" #3 stirrups @ 10" (center-to-center)
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