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3.) Design the torsional reinforcement for the 300 mm width and 650 mm overall depth beam carrying a Vu = 150 kN, Tu = 25 kN-m. The area of tension steel reinforcements required for Mu is 3050 mm². Use 10mm diameter stirrups and a clear cover equal to 40 mm. Material strength f'c = 25 MPa, and fy = 420 MPa. Draw the final section of the beam including the main reinforcements, web bars, and stirrups.
3.) Design the torsional reinforcement for the 300 mm width and 650 mm overall depth beam carrying a Vu = 150 kN, Tu = 2
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3.) Design the torsional reinforcement for the 300 mm width and 650 mm overall depth beam carrying a Vu = 150 kN, Tu = 2
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