Calculate the safe concentrated live load at the free end for a rectangular cantilever beam 3 m long with a width of 300 mm and effective depth of 500 mm with protective covering of 60 mm. Steel reinforcements consist of 6-32 mm diameter bars. fc'= 27.6 MPa, fy = 414 MPa. Weight of concrete is 23.5 KN/m. Using working stress for problem I, what will be the safe moment that it can carry.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Calculate the safe concentrated live load at the free end for a rectangular cantilever beam
3 m long with a width of 300 mm and effective depth of 500 mm with protective covering of
60 mm. Steel reinforcements consist of 6-32 mm diameter bars. fc'= 27.6 MPa, fy = 414
MPa. Weight of concrete is 23.5 KN/m.
Using working stress for problem I, what will be the safe moment that it can carry.
Transcribed Image Text:Calculate the safe concentrated live load at the free end for a rectangular cantilever beam 3 m long with a width of 300 mm and effective depth of 500 mm with protective covering of 60 mm. Steel reinforcements consist of 6-32 mm diameter bars. fc'= 27.6 MPa, fy = 414 MPa. Weight of concrete is 23.5 KN/m. Using working stress for problem I, what will be the safe moment that it can carry.
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