For rivets in tension with countersunk heads, the tensile value shall be

Related MCQs

• 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).
• As compared to field rivets, the shop rivets are
• If N is the number of rivets in the joint, the strength of a riveted joint against shearing of rivets, is given by
• Pitch of tacking rivets, when double angles connected back to back and acting as tension members should not be more than
• If the thickness of thinnest outside plate is 10 mm, then the maximum pitch of rivets in tension will be taken as
• Tacking rivets in tension members, are provided at a pitch in line not exceeding
• Pitch of tacking rivets, when double angles connected back to back and acting as tension members should not be more than
• If the thickness of thinnest outside plate is 10 mm, then the maximum pitch of rivets in tension will be taken as
• Minimum pitch of the rivets shall not be less than (Where d is gross diameter of rivet)
• If the pitch is 6 cm and rivet value is 4 tonnes, the number of rivets required for a riveted connection carrying an eccentric load of 15 tonnes at a distance of 30 cm from the centre line, is