The rectangular beam 350 x 500mm (shear force and torsional moment diagram) shown below having fc =
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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
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