Inspect the torsion capacity for the three sections shown in below, and based on the ACI...
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Inspect the torsion capacity for the three sections shown in below, and based on the ACI Code limitations, it is required to compute the following: a) The cracking moment Tcr b) The maximum factored torque Tn that can be applied to each section without using torsional web reinforcement Assume f'c-25 MPa, fy-420 MPa, a 25 mm. concrete cover, and ø10 stirrups. The width of the web of the I section is - 009 -700 mm- 400 mm 150 mm Luw oog- -900 mm- -900 mm- -250- 150 mm 150 mm Inspect the torsion capacity for the three sections shown in below, and based on the ACI Code limitations, it is required to compute the following: a) The cracking moment Tcr b) The maximum factored torque Tn that can be applied to each section without using torsional web reinforcement Assume f'c-25 MPa, fy-420 MPa, a 25 mm. concrete cover, and ø10 stirrups. The width of the web of the I section is - 009 -700 mm- 400 mm 150 mm Luw oog- -900 mm- -900 mm- -250- 150 mm 150 mm
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Given fc 25 MPa 2500 psi fy 420 MPa 61000 psi Concrete cover 25 mm Stirrup diameter 1... View the full answer
Related Book For
Government and Not for Profit Accounting Concepts and Practices
ISBN: 978-1118155974
6th edition
Authors: Michael H. Granof, Saleha B. Khumawala
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