Design of Steel Structure The effective length of a battened strut effectively held in position at both ends but not restrained in direction is taken as 1.3 L 1.8 L 1.1 L 1.5 L 1.3 L 1.8 L 1.1 L 1.5 L ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Rivets connecting flange angles to cover plates in a plate girder are subjected to Vertical load only Horizontal shear only None of these C. Both (A) and (B) Vertical load only Horizontal shear only None of these C. Both (A) and (B) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The internal pressure coefficient on walls for buildings with large permeability is taken as ±0.5 ± 0.2 0 ± 0.7 ±0.5 ± 0.2 0 ± 0.7 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Generally the purlins are placed at the panel points so as to avoid Deflection of rafter Bending moment in rafter Shear force in rafter Axial force in rafter Deflection of rafter Bending moment in rafter Shear force in rafter Axial force in rafter ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The external wind pressure acting on a roof depends on both (a) and (b) slope of roof None of these degree of permeability of roof both (a) and (b) slope of roof None of these degree of permeability of roof 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) ± 0.5 p zero ±0.7p ±0.2p ± 0.5 p zero ±0.7p ±0.2p ANSWER DOWNLOAD EXAMIANS APP
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