PDL = 15 kN/m , PLL = 5 kN/m 2 - 16m 4m 5m 3m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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a. Ultimate shear at the critical condition
Transcribed Image Text:50 kN
20 kN
300 mm
PDL = 15 kN/m , PLL = 5 kN/m
2 - 16mm
4m
5m
3m
450 mm
fc' = 20.7 MPa
4 - 25mm
fy = 415 MPa
fyt = 275 MPa
%3D
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