Concrete structure design V. A simply supported reinforced concrete beam subjected the maximum shear forceV=150KN. the section of the beam is rectangular with b×h=250mmx500mm.theconcrete is of grade C30 (f=1.43N/mm2, f=14.3 N/mm2) . The transverse stirrup isof HPB235 (f = 210N/mm). It is required to design the web reinforcements of%3Dthe beam only with stirrups.( 10Omm, As = 78.5mm)a, = 35mm .%3DB 1.0. V= a fbh,+ fData: 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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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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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