For a cantilever beam (600 x 350) shown, Tu @d=30 kN.m. fc'= 35MPa and ty= 420...
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For a cantilever beam (600 x 350) shown, Tu @d=30 kN.m. fc'= 35MPa and ty= 420 MPa. The area of stirrups reinforcement (At)/s required for forsion only is equal to: 600 mm 4025 75 mm 350 mm + a (At)/s 073 mm2/mm b ((Ats=0.57 mm2/mm c. (At -0.69 mm2/mm d. (Atys=0 439 mm2/mm 14 @ 150 mm For a cantilever beam (600 x 350) shown, Tu @d=30 kN.m. fc'= 35MPa and ty= 420 MPa. The area of stirrups reinforcement (At)/s required for forsion only is equal to: 600 mm 4025 75 mm 350 mm + a (At)/s 073 mm2/mm b ((Ats=0.57 mm2/mm c. (At -0.69 mm2/mm d. (Atys=0 439 mm2/mm 14 @ 150 mm
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Answer c 075 Note which also applies equally to PHC slab... View the full answer
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Ethics in Accounting A Decision Making Approach
ISBN: 978-1118928332
1st edition
Authors: Gordon Klein
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