According to IS : 800-1962 the permissible bending stress in steel slab plates, is

Related MCQs

• An axial loaded column is supported on a slab base whose projection is 8 cm. If the intensity of pressure from concrete is 40 kg/cm2 and allowable bending stress in slab base is 1890 kg/cm2 , the thickness (t) of the slab base, is
• The permissible stress in bending for rolled steel I-beams and channels, is
• The allowable tensile stress in structural mild steel plates for steel tank is assumed as
• If fbt and fc are the co-existent bending tensile stress and shear stress in a member, the equivalent stress fc is
• If M is the moment due to a couple in a bearing plate whose width is b and allowable bending stress is P, the thickness (t) of the bending plate of the column splice, is
• If M is the moment due to a couple in a bearing plate whose width is b and allowable bending stress is P, the thickness (t) of the bending plate of the column splice, is
• The permissible bearing stress in steel, is
• The equivalent axial tensile load Pe, which produces an average axial tensile stress in the section equivalent to the combined stress due to axial tension P and bending M, at the extreme fibre of the section, is given by (where Z is the section modulus of the section).
• When two plates are placed end to end and are joined by two cover plates, the joint is known as
• For the steel member exposed to weather and accessible for repainting, the thickness of steel should not be less than (accepting the webs of Indian Standard rolled steel joists and channels).