A reinforced rectangular beam with width b= 400 mm, effective depth d3570 mm and f=28 MPa. The beam is subjected to a total factored shear force 1/2 V,=60 kN. Use V = 0.17 [f] b d. The beam :needs اخترأحد الخيارات a. Specially designed stirrups .b. No need for stirrups c. Minimum shear reinforcement (stirrups spaced .at Smar) max

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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A reinforced rectangular beam with width b = 400
mm, effective depth d=570 mm and f =28 MPa. The
beam is subjected to a total factored shear force
%3D
1/2
V=60 kN. Use V= 0.17 If1" b, d. The beam
needs
اخترأحد الخيارات
a. Specially designed stirrups
.b. No need for stirrups
c. Minimum shear reinforcement (stirrups spaced
.at Smax
Transcribed Image Text:A reinforced rectangular beam with width b = 400 mm, effective depth d=570 mm and f =28 MPa. The beam is subjected to a total factored shear force %3D 1/2 V=60 kN. Use V= 0.17 If1" b, d. The beam needs اخترأحد الخيارات a. Specially designed stirrups .b. No need for stirrups c. Minimum shear reinforcement (stirrups spaced .at Smax
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