A rectangular beam has b-300mm, d-500mm. and reinforced at tension side only with 4-28mm bars, fc'=27.6 Mpa and fy=415 Mpa. Determine the Ultimate Moment Capacity. A 156.32 kN-m B 120.23 kN-m C 393.165 kN-m D 256.321 kN-m

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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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A rectangular beam has b=300mm, d=500mm.fc'=27.6 Mpa and fy=415 Mpa. Determine the Maximum factored moment it can support without the need of
compression reinforcement.
A
427.49 kN-m
B
255.32 kN-m
260.12 kN-m
D
180.56 kN-m
Transcribed Image Text:A rectangular beam has b=300mm, d=500mm.fc'=27.6 Mpa and fy=415 Mpa. Determine the Maximum factored moment it can support without the need of compression reinforcement. A 427.49 kN-m B 255.32 kN-m 260.12 kN-m D 180.56 kN-m
A rectangular beam has b-300mm, d-500mm. and reinforced at tension side only with 4-28mm bars, fc'=27.6 Mpa and fy=415 Mpa. Determine the Ultimate
Moment Capacity.
A
156.32 kN-m
B
120.23 kN-m
C
393.165 kN-m
D
256.321 kN-m
Transcribed Image Text:A rectangular beam has b-300mm, d-500mm. and reinforced at tension side only with 4-28mm bars, fc'=27.6 Mpa and fy=415 Mpa. Determine the Ultimate Moment Capacity. A 156.32 kN-m B 120.23 kN-m C 393.165 kN-m D 256.321 kN-m
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