Design of Steel Structure Minimum thickness of web in a plate girder, when the plate is accessible and also exposed to weather, is 9 mm 6 mm 7 mm 8 mm 9 mm 6 mm 7 mm 8 mm 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 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 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum permissible span of asbestos cement sheets is 650 mm 1680 mm 810 mm 1250 mm 650 mm 1680 mm 810 mm 1250 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The bracing provided in the plane of end posts is called bottom lateral bracing top lateral bracing sway bracing portal bracing bottom lateral bracing top lateral bracing sway bracing portal bracing ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The effective length of a fillet weld should not be less than Four times the weld size Weld size Two times the weld size Six times the weld size Four times the weld size Weld size Two times the weld size Six times the weld size ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure For the buildings having a low permeability, the internal wind pressure acting normal to the wall and roof surfaces is taken as (where p is basic wind pressure) ± 0.5 p ±0.2p ±0.7p zero ± 0.5 p ±0.2p ±0.7p zero ANSWER DOWNLOAD EXAMIANS APP
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