Design of Steel Structure Shear buckling of web in a plate girder is prevented by using horizontal stiffener at neutral axis vertical intermediate stiffener bearing stiffener None of these horizontal stiffener at neutral axis vertical intermediate stiffener bearing stiffener None of these ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The range of economical spacing of trusses varies from L/3 to L/2 L/3 to L/5 L/4to2L/5 2L/5 to 3L/5 where L is span L/3 to L/2 L/3 to L/5 L/4to2L/5 2L/5 to 3L/5 where L is span ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Gantry girders are designed to resist lateral and longitudinal loads longitudinal loads and vertical loads lateral loads lateral, longitudinal and vertical loads lateral and longitudinal loads longitudinal loads and vertical loads lateral loads lateral, longitudinal and vertical loads 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 The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as 0.75 kN/m2 1.35 kN/m2 1.50 kN/m2 0.65 kN/m2 0.75 kN/m2 1.35 kN/m2 1.50 kN/m2 0.65 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 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 ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS