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 1.35 kN/m2 1.50 kN/m2 0.75 kN/m2 0.65 kN/m2 1.35 kN/m2 1.50 kN/m2 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure A butt weld is specified by effective throat thickness size of weld plate thickness penetration thickness effective throat thickness size of weld plate thickness penetration thickness ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The best arrangement to provide unified behaviour in built up steel columns is by battening lacing tie plates perforated cover plates battening lacing tie plates perforated cover plates ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Rivets connecting flange angles to cover plates in a plate girder are subjected to None of these C. Both (A) and (B) Vertical load only Horizontal shear only None of these C. Both (A) and (B) Vertical load only Horizontal shear only ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The slenderness ratio of lacing bars should not exceed 120 145 100 180 120 145 100 180 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The bracing between two columns of a steel tank will be designed to resist column loads + full horizontal shear due to wind or earthquake horizontal, shear due to wind or earthquake + 2.5% of column loads horizontal shear due to wind or earthquake only column loads + 2.5% of horizontal shear due to wind or earthquake column loads + full horizontal shear due to wind or earthquake horizontal, shear due to wind or earthquake + 2.5% of column loads horizontal shear due to wind or earthquake only column loads + 2.5% of horizontal shear due to wind or earthquake ANSWER DOWNLOAD EXAMIANS APP
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