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 200 mm and 161 lesser of 3 00 mm and 24 t lesser of 200 mm and 12 t lesser of 300 mm and 32 t lesser of 200 mm and 161 lesser of 3 00 mm and 24 t lesser of 200 mm and 12 t ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The bracing between two columns of a steel tank will be designed to resist column loads + 2.5% of horizontal shear due to wind or earthquake horizontal shear due to wind or earthquake only column loads + full horizontal shear due to wind or earthquake horizontal, shear due to wind or earthquake + 2.5% of column loads column loads + 2.5% of horizontal shear due to wind or earthquake horizontal shear due to wind or earthquake only column loads + full horizontal shear due to wind or earthquake horizontal, shear due to wind or earthquake + 2.5% of column loads ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure A butt weld is specified by penetration thickness size of weld plate thickness effective throat thickness penetration thickness size of weld plate thickness effective throat thickness ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Bolts are most suitable to carry shear bending axial tension shear and bending shear bending axial tension shear and bending ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The bracing provided in the plane of end posts is called bottom lateral bracing portal bracing sway bracing top lateral bracing bottom lateral bracing portal bracing sway bracing top lateral bracing ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The shape factor of an isosceles triangle for bending about the axis parallel to the base is: 2.34 2.33 2.01 1.0 2.34 2.33 2.01 1.0 ANSWER DOWNLOAD EXAMIANS APP
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