Design of Steel Structure The forces acting on the web splice of a plate girder are Axial forces Shear and bending forces Shear and axial forces Axial and bending forces Axial forces Shear and bending forces Shear and axial forces Axial and bending forces ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as 0.75 kN/m2 0.65 kN/m2 1.50 kN/m2 1.35 kN/m2 0.75 kN/m2 0.65 kN/m2 1.50 kN/m2 1.35 kN/m2 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 200 mm and 12 t lesser of 200 mm and 161 lesser of 300 mm and 32 t lesser of 3 00 mm and 24 t lesser of 200 mm and 12 t lesser of 200 mm and 161 lesser of 300 mm and 32 t lesser of 3 00 mm and 24 t ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The statical method of plastic analysis satisfies mechanism and plastic moment conditions equilibrium and mechanism conditions equilibrium and plastic moment conditions equilibrium condition only mechanism and plastic moment conditions equilibrium and mechanism conditions equilibrium and plastic moment conditions equilibrium condition only ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The web crippling due to excessive bearing stress can be avoided by increasing the web thickness None of these increasing the length of the bearing plates providing suitable stiffeners increasing the web thickness None of these increasing the length of the bearing plates providing suitable stiffeners ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The minimum thickness of a steel plate, which is directly exposed to weather and is not accessible for cleaning and repainting, should be: 10 mm 6 mm 4.5 mm 8 mm 10 mm 6 mm 4.5 mm 8 mm ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS