Design of Steel Structure A circular column section is generally not used in actual practice because it is uneconomical it cannot carry the load safely All of these it is difficult to connect beams to the round sections it is uneconomical it cannot carry the load safely All of these it is difficult to connect beams to the round sections 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
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) 161 163 164 162 161 163 164 162 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure For a compression member with double angle section, which of the following section will give larger value of minimum radius of gyration? unqual legged angles with long legs back to back both (b) or (c) unequal legged angles with short legs back to back equal angles back to back unqual legged angles with long legs back to back both (b) or (c) unequal legged angles with short legs back to back equal angles back to back 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 None of these only tensile stresses both (a) and (b) only shear stresses None of these only tensile stresses both (a) and (b) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The heaviest I-section for same depth is ISMB ISHB ISLB ISWB ISMB ISHB ISLB ISWB ANSWER DOWNLOAD EXAMIANS APP
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