Question: The rectangular beam 350 x 500mm (shear force and torsional moment diagram) shown below having fc = 25MPa, and fy = 400MPa, Calculate -Tu@d -Vu@d

The rectangular beam 350 x 500mm (shear force and torsional moment diagram) shown below having fc = 25MPa, and fy = 400MPa, Calculate 

-Tu@d

-Vu@d

- The vertical reinforcing spacing to resist shear and torsion 

- Use 10mm for stirrups, d=440mm and take clear cover 40mm

0.35 050 38.46MN 42.90kN m 360 wym 0.35 -0.351 0.50 Shear Force

0.35 050 38.46MN 42.90kN m 360 wym 0.35 -0.351 0.50 Shear Force Diagram 38.46KN Torsion Moment Diagram 42.90kN.m

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