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V. A simply supported reinforced concrete beam subjected the maximum shear force V=150KN. the section of the beam is rectangular with bxh=250mmx500mm.the concrete is of grade C30 (f=1.43N/mm2, f=14.3 N/mm²). The transverse stirrup is of HPB235 (f = 210N/mm). It is required to design the web reinforcements of the beam only with stirrups.( 10mm, As = 78.5mm)a = 35mm. %3D B =1.0, V=aSbh, + f Data: C30 concrete (f=1.43N/mm, f-14.3 N/mm2) HRB335 steel (f = 300N /mm) HPB235 steel (f=210N/mm-) %3D ho-465

V. A simply supported reinforced concrete beam subjected the maximum shear force V=150KN. the section of the beam is rectangular with bxh=250mmx500mm.the concrete is of grade C30 (f=1.43N/mm2, f=14.3 N/mm²). The transverse stirrup is of HPB235 (f = 210N/mm). It is required to design the web reinforcements of the beam only with stirrups.( 10mm, As = 78.5mm)a = 35mm. %3D B =1.0, V=aSbh, + f Data: C30 concrete (f=1.43N/mm, f-14.3 N/mm2) HRB335 steel (f = 300N /mm) HPB235 steel (f=210N/mm-) %3D ho-465

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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Concrete structure design 

V. A simply supported reinforced concrete beam subjected the maximum shear force V=150KN. the section of the beam is rectangular with b×h=250mmx500mm.the concrete is of grade C30 (f=1.43N/mm2, f=14.3 N/mm2) . The transverse stirrup is of HPB235 (f = 210N/mm). It is required to design the web reinforcements of %3D the beam only with stirrups.( 10Omm, As = 78.5mm)a, = 35mm . %3D B 1.0. V= a fbh,+ f Data: C30 concrete (f=1.43N/mm², f-14.3 N/mm2) HRB335 steel(f = 300N /mm-) HPB235 steel (f = 210N/mm-) ho-465
Transcribed Image Text:V. A simply supported reinforced concrete beam subjected the maximum shear force V=150KN. the section of the beam is rectangular with b×h=250mmx500mm.the concrete is of grade C30 (f=1.43N/mm2, f=14.3 N/mm2) . The transverse stirrup is of HPB235 (f = 210N/mm). It is required to design the web reinforcements of %3D the beam only with stirrups.( 10Omm, As = 78.5mm)a, = 35mm . %3D B 1.0. V= a fbh,+ f Data: C30 concrete (f=1.43N/mm², f-14.3 N/mm2) HRB335 steel(f = 300N /mm-) HPB235 steel (f = 210N/mm-) ho-465
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