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 300 mm 600 mm 500 mm 1000 mm 300 mm 600 mm 500 mm 1000 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Bolts are most suitable to carry axial tension shear shear and bending bending axial tension shear shear and bending bending ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure A circular column section is generally not used in actual practice because All of these it is uneconomical it cannot carry the load safely it is difficult to connect beams to the round sections All of these it is uneconomical it cannot carry the load safely it is difficult to connect beams to the round sections ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure When the axis of load lies in the plane of rivet group, then the rivets are subjected to None of these only shear stresses only tensile stresses both (a) and (b) None of these only shear stresses only tensile stresses both (a) and (b) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The portal bracing in a truss bridge is used to Transfer load from top of end posts to bearings Keep the rectangular shape of the bridge cross-section Prevent the sides-way buckling of top chord Stiffen the structure laterally Transfer load from top of end posts to bearings Keep the rectangular shape of the bridge cross-section Prevent the sides-way buckling of top chord Stiffen the structure laterally ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The web crippling due to excessive bearing stress can be avoided by increasing the web thickness None of these providing suitable stiffeners increasing the length of the bearing plates increasing the web thickness None of these providing suitable stiffeners increasing the length of the bearing plates ANSWER DOWNLOAD EXAMIANS APP
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