Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Use fc=14.3N/mm^2 ft=1.43N/mm^2 HRB400 fy=360N/mm^2
The rectangular RC members under uniform load, the cross section of the
beam is bxh = 250×500 mm. A design value of bending moment M = 100 kNm and a
design value of shear force V 90 kN are applied to the beam simultaneously. The
concrete strength grade is C30, and HRB400 steel bar is employed for longitudinal
bars and stirrups. The environment classification is I.
Requirement: determine reinforcement of the member to resist bending moment and
shear force.
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Transcribed Image Text:The rectangular RC members under uniform load, the cross section of the beam is bxh = 250×500 mm. A design value of bending moment M = 100 kNm and a design value of shear force V 90 kN are applied to the beam simultaneously. The concrete strength grade is C30, and HRB400 steel bar is employed for longitudinal bars and stirrups. The environment classification is I. Requirement: determine reinforcement of the member to resist bending moment and shear force.
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