Calculate the ultimate moment capacity of the section in PART B in kN.m.0

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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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.
2.0 m
| P₁ = 45 KN
W₁ = 44.24 kN/m
3.0 m
a.
b.
3-200
6-200
350mm by 400mm
f'c-35 MPa
fy=415 MP..
Ps= 10 mm
conc. cover= 40mm
250mm by 400mm
f'c-21 MPa
fy=415 MPa
Ps= 10 mm
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. 2.0 m | P₁ = 45 KN W₁ = 44.24 kN/m 3.0 m a. b. 3-200 6-200 350mm by 400mm f'c-35 MPa fy=415 MP.. Ps= 10 mm conc. cover= 40mm 250mm by 400mm f'c-21 MPa fy=415 MPa Ps= 10 mm conc. cover= 40mm
Calculate the ultimate moment capacity of the
section in PART B in kN.m.0
Use 3 decimal places in all your computations
except for strain and rho(5 decimal places).
Transcribed Image Text:Calculate the ultimate moment capacity of the section in PART B in kN.m.0 Use 3 decimal places in all your computations except for strain and rho(5 decimal places).
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