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 Ps= 10 mm conc. cover = 40mm 3-20ф W, = 44.24 kN/m b. 250mm by 400mm f'c=21 MPa 6-20ф fy=415 MPa $= 10 mm 2.0 m 3.0 m conc. cover = 40mm
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 Ps= 10 mm conc. cover = 40mm 3-20ф W, = 44.24 kN/m b. 250mm by 400mm f'c=21 MPa 6-20ф fy=415 MPa $= 10 mm 2.0 m 3.0 m conc. cover = 40mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Calculate the stress in the steel of the section in PART B in MPa.0 and the ultimate moment capacity of the section in PART B in kN.m.0
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