3.) Design the torsional reinforcement for the 350 mm width and 650 mm overall depth beam carrying a Vu = 190 kN, Tu = 30 kN-m. The area of tension steel reinforcements required for Mu is 2050 mm2. Use 10mm diameter stirrups and a clear cover equal to 40 mm. Material strength f'c = 28 MPa, and fy = 420 MPa. Draw the final section of the beam including the main %3D
3.) Design the torsional reinforcement for the 350 mm width and 650 mm overall depth beam carrying a Vu = 190 kN, Tu = 30 kN-m. The area of tension steel reinforcements required for Mu is 2050 mm2. Use 10mm diameter stirrups and a clear cover equal to 40 mm. Material strength f'c = 28 MPa, and fy = 420 MPa. Draw the final section of the beam including the main %3D
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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