Design of Steel Structure In case of plastic design, the calculated maximum shear capacity of a beam as per IS:800 shall be (where, Aw = effective cross-sectional area resisting shear fy = yield stress of the steel) 0.75 Awfy 0.85 Awfy 0.55 Awfy 0.65 Awfy 0.75 Awfy 0.85 Awfy 0.55 Awfy 0.65 Awfy ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure According to IS Specifications, the maximum pitch of rivets in compression is (where t is thickness of thinnest outside plate or angle) lesser of 300 mm and 32 t lesser of 3 00 mm and 24 t lesser of 200 mm and 161 lesser of 200 mm and 12 t lesser of 300 mm and 32 t lesser of 3 00 mm and 24 t lesser of 200 mm and 161 lesser of 200 mm and 12 t ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Bolts are most suitable to carry bending shear and bending shear axial tension bending shear and bending shear axial tension ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure For a standard 45° fillet, the ratio of size of fillet to throat thickness is 2: 1 1:1 V2 : 1 1 : V2 2: 1 1:1 V2 : 1 1 : V2 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The bracing provided in the plane of end posts is called bottom lateral bracing sway bracing portal bracing top lateral bracing bottom lateral bracing sway bracing portal bracing top lateral bracing 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) 4t 6t 3t 8t 4t 6t 3t 8t ANSWER DOWNLOAD EXAMIANS APP