Design of Steel Structure The internal pressure coefficient on walls for buildings with large permeability is taken as 0 ±0.5 ± 0.7 ± 0.2 0 ±0.5 ± 0.7 ± 0.2 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The effect of racking forces is considered in the design ofi) lateral bracesii) chord membersThe correct answer is None of these only (ii) only (i) both (i) and (ii) None of these only (ii) only (i) both (i) and (ii) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Minimum spacing of vertical stiffeners is limited to (where d is the distance between flange angles) 2d/3 d/3 d/4 d/2 2d/3 d/3 d/4 d/2 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Shape factor is a property which depends only on the ultimate stress of the material only on the yield stress of the material only on the geometry of the section both on the yield stress and ultimate stress of material only on the ultimate stress of the material only on the yield stress of the material only on the geometry of the section both on the yield stress and ultimate stress of material ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The forces acting on the web splice of a plate girder are Shear and axial forces Axial forces Shear and bending forces Axial and bending forces Shear and axial forces Axial forces Shear and bending forces Axial and bending forces ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The allowable shear stress in the web of mild steel beams decreases with (where ‘h’ is height and t is thickness) decrease in thickness increase in h/t ratio increase in height decrease in h/t ratio decrease in thickness increase in h/t ratio increase in height decrease in h/t ratio ANSWER DOWNLOAD EXAMIANS APP