A 5.0m simple beam supports the given floor loads Wu and a concentrated load Pu due to the wall transverse to the given beam. Answer the following questions given the sections of the beam. а. 350mm by 400mm** Pu = 45 kN f'c=35 MPa fy=415 MPa $s= 10 mm conc. cover = 40mm 3-20ф Wy = 44.24 kN/m b. 250mm by 400mm f'c=21 MPa 6-200 fy=415 MPa

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Calculate the ultimate moment capacity of the section in PART A in kN.m.0 and effective depth of the section in PART B in mm.0

A 5.0m simple beam supports the given floor loads Wu and a concentrated load Pu due to the wall transverse to the given beam.
Answer the following questions given the sections of the beam.
350mm by 400mm**
f'c=35 MPa
Pu = 45 kN
fy=415 MPa
$s= 10 mm
conc. cover = 40mm
3-200
Wy = 44.24 kN/m
b.
250mm by 400mm
f'c=21 MPa
6-200
fy=415 MPa
$s= 10 mm
2.0 m
3.0 m
conc. cover = 40mm
Transcribed Image Text:A 5.0m simple beam supports the given floor loads Wu and a concentrated load Pu due to the wall transverse to the given beam. Answer the following questions given the sections of the beam. 350mm by 400mm** f'c=35 MPa Pu = 45 kN fy=415 MPa $s= 10 mm conc. cover = 40mm 3-200 Wy = 44.24 kN/m b. 250mm by 400mm f'c=21 MPa 6-200 fy=415 MPa $s= 10 mm 2.0 m 3.0 m conc. cover = 40mm
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