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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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
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