Design of Steel Structure The moment-curvature relation at a plastic hinge is constant curvature for all moments constant moment for all curvatures parabolic linear constant curvature for all moments constant moment for all curvatures parabolic linear ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Shear buckling of web in a plate girder is prevented by using horizontal stiffener at neutral axis bearing stiffener None of these vertical intermediate stiffener horizontal stiffener at neutral axis bearing stiffener None of these vertical intermediate stiffener ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure For rivets in tension with counter-sunk heads, the tensile value shall be reduced by 33.3% increased by 33.3 % increased by 25 % reduced by 25 % reduced by 33.3% increased by 33.3 % increased by 25 % reduced by 25 % ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The elastic strain for steel is about 1/12 of strain at the initiation of strain hardening and about 1/120 of maximum strain 1/24 of strain at the initiation of strain hardening and about 1/200 of maximum strain 1/12 of strain at the initiation of strain hardening and 1/200 of maximum strain 1/2 of strain at the initiation of strain hardening and about 1/12 of maximum strain 1/12 of strain at the initiation of strain hardening and about 1/120 of maximum strain 1/24 of strain at the initiation of strain hardening and about 1/200 of maximum strain 1/12 of strain at the initiation of strain hardening and 1/200 of maximum strain 1/2 of strain at the initiation of strain hardening and about 1/12 of maximum strain ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure compression force in two end posts The pin of a rocker bearing in a bridge is designed for bearing and shear bearing, shear and bending bearing and bending bending and shear bearing and shear bearing, shear and bending bearing and bending bending and shear ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Pitch of tacking rivets, when double angles connected back to back and acting as tension members should not be more than 500 mm 300 mm 600 mm 1000 mm 500 mm 300 mm 600 mm 1000 mm ANSWER DOWNLOAD EXAMIANS APP