The net area of round bars to resist the tension, is the area of cross section at

Related MCQs

• For double angles carrying tension, placed back to back and connected to either side of the gusset plate, the sectional area of the section, is equal to cross sectional area of
• For double angles carrying tension, placed back to back and connected to either side of the gusset plate, the sectional area of the section, is equal to cross sectional area of
• Net sectional area of a tension member, is equal to its gross section area
• 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).
• If a pair of angles placed back to back in tension are connected by one leg of each angle, the net effective area of the section, is
• If a pair of angles placed back to back in tension are connected by one leg of each angle, the net effective area of the section, is
• Lacing bars in a steel column should be designed to resist
• According to I.S. : 800 - 1871, lacing bars resist transverse shear equal to
• 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