I. 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/m3. II. Using working stress for problem I, what will be the safe moment that it can carry.
I. 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/m3. II. Using working stress for problem I, what will be the safe moment that it can carry.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![I. 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/m3.
II. Using working stress for problem I, what will be
the safe moment that it can carry.
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.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F5fb492fb-c6ab-433f-a145-3babce53be85%2Fc2dc70b5-5d04-4965-880f-698761c81006%2Fa83f03q_processed.jpeg&w=3840&q=75)
Transcribed Image Text:I. 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/m3.
II. Using working stress for problem I, what will be
the safe moment that it can carry.
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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