Design of Steel Structure Lacing bars in a steel column should be designed to resist Shear force due to 2.5% of the column load Both (A) and (B) 2.5% of the column load Bending moment due to 2.5% of the column load Shear force due to 2.5% of the column load Both (A) and (B) 2.5% of the column load Bending moment due to 2.5% of the column load ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The moment-curvature relation at a plastic hinge is constant moment for all curvatures linear constant curvature for all moments parabolic constant moment for all curvatures linear constant curvature for all moments parabolic ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Generally the purlins are placed at the panel points so as to avoid Axial force in rafter Shear force in rafter Deflection of rafter Bending moment in rafter Axial force in rafter Shear force in rafter Deflection of rafter Bending moment in rafter ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Minimum pitch of the rivets shall not be less than (where d is gross diameter of rivet) 3.0 d 2.5 d 1.5 d 2.0 d 3.0 d 2.5 d 1.5 d 2.0 d ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The effective length of a battened strut effectively held in position at both ends but not restrained in direction is taken as 1.3 L 1.5 L 1.1 L 1.8 L 1.3 L 1.5 L 1.1 L 1.8 L ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The effective length of a fillet weld should not be less than Four times the weld size Two times the weld size Six times the weld size Weld size Four times the weld size Two times the weld size Six times the weld size Weld size ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS