simply supported rectangular beam has a width of 300mm and the distance to the centroid of tension reinforcement is 330mm. The tension reinforcement has an area of 2463mm.2 and the area of compression reinforcement placed 70mm from the compression face of the beam is 1231.5mm.2, fy = 415MPa, fc'=30MPa, balanced steel ratio of 0.031.The design strength using 0.90 as the reduction faction is Choices A. 282kN.m B. 245kN.m C. 254kN.m D. 228kN.m
simply supported rectangular beam has a width of 300mm and the distance to the centroid of tension reinforcement is 330mm. The tension reinforcement has an area of 2463mm.2 and the area of compression reinforcement placed 70mm from the compression face of the beam is 1231.5mm.2, fy = 415MPa, fc'=30MPa, balanced steel ratio of 0.031.The design strength using 0.90 as the reduction faction is Choices A. 282kN.m B. 245kN.m C. 254kN.m D. 228kN.m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Please double check your final answer. Subject - reinforced concrete
A simply supported rectangular beam has a width of 300mm and the
distance to the centroid of tension reinforcement is 330mm. The tension
reinforcement has an area of 2463mm.2 and the area of compression
reinforcement placed 70mm from the compression face of the beam is
1231.5mm.2, fy = 415MPa, fc'=30MPa, balanced steel ratio of 0.031.The
design strength using 0.90 as the reduction faction is
Choices
A. 282kN.m
B. 245kN.m
C. 254kN.m
D. 228kN.m
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