: A rectangular beam has a width of 350 mm, and effective depth d=570 mm to centroid of tension steel bars. Tension steel reinforcement consist of 6032mm in two rows, compression reinforcement of 34025mm. Calculate the design moment strength of the beam, where f'c-35 Mpa, fy=420 Mpa. (Mu-911 kN.m Ans)
: A rectangular beam has a width of 350 mm, and effective depth d=570 mm to centroid of tension steel bars. Tension steel reinforcement consist of 6032mm in two rows, compression reinforcement of 34025mm. Calculate the design moment strength of the beam, where f'c-35 Mpa, fy=420 Mpa. (Mu-911 kN.m Ans)
Chapter2: Loads On Structures
Section: Chapter Questions
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
Transcribed Image Text:2: A rectangular beam has a width of 350 mm, and effective depth d=570 mm to centroid of
tension steel bars. Tension steel reinforcement consist of 6432mm in two rows,
compression reinforcement of 3425mm. Calculate the design moment strength of the
beam, where f'c-35 Mpa, fy=420 Mpa.
(Mu=911 kN.m Ans)
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