Design of Steel Structure The heaviest I-section for same depth is ISWB ISHB ISMB ISLB ISWB ISHB ISMB ISLB ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure A circular column section is generally not used in actual practice because All of these it cannot carry the load safely it is difficult to connect beams to the round sections it is uneconomical All of these it cannot carry the load safely it is difficult to connect beams to the round sections it is uneconomical ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Bolts are most suitable to carry axial tension shear and bending bending shear axial tension shear and bending bending shear ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Efficiency of a riveted joint, having the minimum pitch as per IS : 800, is 40% 50% 60% 30% 40% 50% 60% 30% ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure A butt weld is specified by effective throat thickness penetration thickness plate thickness size of weld effective throat thickness penetration thickness plate thickness size of weld 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 Bending moment in rafter Deflection of rafter Shear force in rafter Axial force in rafter Bending moment in rafter Deflection of rafter Shear force in rafter ANSWER DOWNLOAD EXAMIANS APP
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