Design of Steel Structure Intermediate vertical stiffeners in a plate girder need be provided if the depth of web exceeds (where t is thickness of web) 200 t 50 t 85 t 250 t 200 t 50 t 85 t 250 t ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The internal pressure coefficient on walls for buildings with large permeability is taken as ± 0.2 0 ±0.5 ± 0.7 ± 0.2 0 ±0.5 ± 0.7 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum spacing of vertical stiffeners is (where d is the distance between flange angles) 1.75 d 1.33 d 1.5 d 1.25 d 1.75 d 1.33 d 1.5 d 1.25 d 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 both (a) and (b) only tensile stresses None of these only shear stresses both (a) and (b) only tensile stresses None of these ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The overlap of batten plates with the main members in welded connections should be more than (where t = thickness of the batten plate) 8t 3t 6t 4t 8t 3t 6t 4t ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure In case of timber structures, the simple bending formula M = fz may be applied for all rectangular beams solid circular beams only all square cross-section beams rectangular beams up to 300 mm depth all rectangular beams solid circular beams only all square cross-section beams rectangular beams up to 300 mm depth ANSWER DOWNLOAD EXAMIANS APP
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