A simply supported R.C. beam under a uniformlydistributed design load p .The section of the beam isrectangular with b×h=200mm×500mm The clearspan 1=6m. The concrete is of grade'n22C30, (a, =1.0, f=14.3N/mm , f=1.43N/mm ) and thetransverse stirrup is of HPB335 for 208@1502(A =100.6mmSV,f=270N/mm•Psv,min=0.24f,/f),avy),a=40mm.yvCalculate the maximum value of p

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A simply supported R.C. beam under a uniformly distributed design load p .The section of the beam is rectangular with b×h=200mm×500mm The clear span 1=6m. The concrete is of grade 2 2 C30, (a,=1.0, f=14.3N/mm , f=1.43N/mm ) and the transverse stirrup is of HPB335 for 208@150 2 (A=100.6mm, SV

A simply supported R.C. beam under a uniformly distributed design load p .The section of the beam is rectangular with b×h=200mm×500mm The clear span 1=6m. The concrete is of grade 2 2 C30, (a,=1.0, f=14.3N/mm , f=1.43N/mm ) and the transverse stirrup is of HPB335 for 208@150 2 (A=100.6mm, SV

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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Question

A simply supported R.C. beam under a uniformly
distributed design load p .The section of the beam is
rectangular with b×h=200mm×500mm The clear
span 1=6m. The concrete is of grade
'n
2
2
C30, (a, =1.0, f=14.3N/mm , f=1.43N/mm ) and the
transverse stirrup is of HPB335 for 208@150
2
(A =100.6mm
SV
,
f=270N/mm
•Psv,min
=0.24f,/f),a
vy),a=40mm.
yv
Calculate the maximum value of p

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