The allowable stress in axial tension is generally kept less if thickness of the member is more than

Related Questions

• The allowable stress in axial tension is generally kept less if thickness of the member is more than
• 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).
• The allowable stress in axial tension for rolled I-sections and channels, is taken as
• 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
• If is the maximum allowable bending stress in a tension member whose radius of gyration is and depth is 2y, the required cross sectional area is given by
• If is the maximum allowable bending stress in a tension member whose radius of gyration is and depth is 2y, the required cross sectional area is given by
• In a tension member if one or more than one rivet holes are off the line, the failure of the member depends upon:
• In a tension member if one or more than one rivet holes are off the line, the failure of the member depends upon:
• A tension member, if subjected to possible reversal of stress due to wind, the slenderness ratio of the member should not exceed
• A tension member, if subjected to possible reversal of stress due to wind, the slenderness ratio of the member should not exceed