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 500 mm 600 mm 1000 mm 300 mm 500 mm 600 mm 1000 mm 300 mm 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? unequal legged angles with short legs back to back both (b) or (c) unqual legged angles with long legs back to back equal angles back to back unequal legged angles with short legs back to back both (b) or (c) unqual legged angles with long legs back to back equal angles back to back ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Shape factor is a property which depends only on the geometry of the section only on the ultimate stress of the material only on the yield stress of the material both on the yield stress and ultimate stress of material only on the geometry of the section only on the ultimate stress of the material only on the yield stress of the material both on the yield stress and ultimate stress of material ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure A butt weld is specified by size of weld effective throat thickness penetration thickness plate thickness size of weld effective throat thickness penetration thickness plate thickness ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Bolts are most suitable to carry shear and bending axial tension shear bending shear and bending axial tension shear bending ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure For the buildings having a low permeability, the internal wind pressure acting normal to the wall and roof surfaces is taken as (where p is basic wind pressure) zero ±0.7p ±0.2p ± 0.5 p zero ±0.7p ±0.2p ± 0.5 p ANSWER DOWNLOAD EXAMIANS APP
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