Design of Steel Structure Other conditions being same, the load factor in indeterminate structures is Equal to load factor in determinate structures More than the load factor in determinate structures Unpredictable Less than the load factor in determinate structures Equal to load factor in determinate structures More than the load factor in determinate structures Unpredictable Less than the load factor in determinate structures ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Generally the purlins are placed at the panel points so as to avoid Shear force in rafter Deflection of rafter Axial force in rafter Bending moment in rafter Shear force in rafter Deflection of rafter Axial force in rafter Bending moment in rafter 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 ± 0.7 0 ±0.5 ± 0.2 ± 0.7 0 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Shear buckling of web in a plate girder is prevented by using horizontal stiffener at neutral axis bearing stiffener vertical intermediate stiffener None of these horizontal stiffener at neutral axis bearing stiffener vertical intermediate stiffener None of these ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The moment-curvature relation at a plastic hinge is parabolic constant curvature for all moments constant moment for all curvatures linear parabolic constant curvature for all moments constant moment for all curvatures linear ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Lacing bars in a steel column should be designed to resist Both (A) and (B) Bending moment due to 2.5% of the column load Shear force due to 2.5% of the column load 2.5% of the column load Both (A) and (B) Bending moment due to 2.5% of the column load Shear force due to 2.5% of the column load 2.5% of the column load ANSWER DOWNLOAD EXAMIANS APP
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