H.W3: A rectangular beam with section width of 350 mm and section depth of 630 mm is subjected to an external factored shear force acts at the critical section with a value of V.-200 kN and an equilibrium factored external torsional moment of T., -50 kN .m. If the required bending reinforcement is A, = 1500mm2 f = 28 MPa and fy = 420 MPa, check the adequacy of the section and calculate the required torsion and shear reinforcement. %3D

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