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. Calculate the maximum positive moment in the beam in kN.m.0 Calculate the effective depth of the section in PART A in mm.0 Calculate the depth of compression block of the section in PART A in mm.
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. Calculate the maximum positive moment in the beam in kN.m.0 Calculate the effective depth of the section in PART A in mm.0 Calculate the depth of compression block of the section in PART A in mm.
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.
Calculate the maximum positive moment in the beam in kN.m.0
Calculate the effective depth of the section in PART A in mm.0
Calculate the depth of compression block of the section in PART A in mm.0
Transcribed Image Text:а.
350mm by 400mm
Pu = 45 kN
f'c=35 MPa
fy=415 MPa
Ps= 10 mm
conc. cover = 40mm
3-20ф
W = 44.24 kN/m
b.
250mm by 400mm
fc=21 MPa
6-200
fy=415 MPa
Ps= 10 mm
2.0 m
3.0 m
conc. cover = 40mm
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