Design of Steel Structure In a gusseted base, when the end of the column is machined for complete bearing on the base plate, then the axial load is assumed to be transferred to base plate 75% by direct bearing and 25% through fastenings Fully by direct bearing Fully through fastenings 50% by direct bearing and 50% through fastenings 75% by direct bearing and 25% through fastenings Fully by direct bearing Fully through fastenings 50% by direct bearing and 50% through fastenings ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure In case of timber structures, the simple bending formula M = fz may be applied for all square cross-section beams solid circular beams only all rectangular beams rectangular beams up to 300 mm depth all square cross-section beams solid circular beams only all rectangular beams rectangular beams up to 300 mm depth ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The difference between gross diameter and nominal diameter for the rivets up to 25 mm diameter is 2.0 mm 2.5 mm 1.0 mm 1.5 mm 2.0 mm 2.5 mm 1.0 mm 1.5 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure As per IS : 800, for compression flange, the outstand of flange plates should not exceed (where t = thickness of thinnest flange plate) 161 162 164 163 161 162 164 163 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure In moment resistant connections, the moment resistance of riveted connection depends upon Compression in rivets Strength of rivets in bearing Shear in rivets Tension in rivets Compression in rivets Strength of rivets in bearing Shear in rivets Tension in rivets ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The moment-curvature relation at a plastic hinge is constant moment for all curvatures constant curvature for all moments parabolic linear constant moment for all curvatures constant curvature for all moments parabolic linear ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS