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