Design of Steel Structure In case of plastic design, the calculated maximum shear capacity of a beam as per IS:800 shall be (where, Aw = effective cross-sectional area resisting shear fy = yield stress of the steel) 0.85 Awfy 0.55 Awfy 0.75 Awfy 0.65 Awfy 0.85 Awfy 0.55 Awfy 0.75 Awfy 0.65 Awfy ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Which of the following conditions is to be satisfied both in elastic and plastic analysis ? plastic moment condition yield condition mechanism condition equilibrium condition plastic moment condition yield condition mechanism condition equilibrium condition 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 The mechanism method of plastic analysis satisfies equilibrium and plastic moment conditions mechanism and plastic moment conditions equilibrium condition only equilibrium and mechanism conditions equilibrium and plastic moment conditions mechanism and plastic moment conditions equilibrium condition only equilibrium and mechanism conditions 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 only shear stresses both (a) and (b) only tensile stresses None of these only shear stresses both (a) and (b) only tensile stresses None of these ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure For rivets in tension with counter-sunk heads, the tensile value shall be increased by 25 % increased by 33.3 % reduced by 33.3% reduced by 25 % increased by 25 % increased by 33.3 % reduced by 33.3% reduced by 25 % ANSWER DOWNLOAD EXAMIANS APP
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