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Structural Analysis
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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.](https://content.bartleby.com/qna-images/question/b965fbe7-3b9d-49fe-a125-794517880b01/4cde124a-ca5c-42d9-89d0-9cc5282dbe77/suoui2e_thumbnail.jpeg)
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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