According to IS 456:2000, how is the nominal shear stress (τv) in a beam of uniform depth calculated? Where, Vu = Factored shear force b = Breadth of beam d = Effective depth of the beam section

A T-beam behaves as a rectangular beam of width equal to its flange width if its neutral axis:

Flexural bond stresses form in a structural member under _______ as a result of bending moment or shear variation at a section.

According to IS 456:2000, the maximum compressive strain in concrete under axial compression is taken as ____ in the limit state of collapse.