Design of Steel Structure The web crippling due to excessive bearing stress can be avoided by increasing the web thickness increasing the length of the bearing plates None of these providing suitable stiffeners increasing the web thickness increasing the length of the bearing plates None of these providing suitable stiffeners ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The use of tie plates in laced columns is permitted at start and end of lacing system only not prohibited prohibited permitted between two parts of the lacing permitted at start and end of lacing system only not prohibited prohibited permitted between two parts of the lacing ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The centrifugal force due to curvature of track is assumed to act on the bridge at a height of 1.83 m above the rail level 2.13 m above the rail level 1.23 m above the rail level 1.50 m above the rail level 1.83 m above the rail level 2.13 m above the rail level 1.23 m above the rail level 1.50 m above the rail level ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure For a standard 45° fillet, the ratio of size of fillet to throat thickness is V2 : 1 1:1 2: 1 1 : V2 V2 : 1 1:1 2: 1 1 : V2 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The bracing between two columns of a steel tank will be designed to resist horizontal shear due to wind or earthquake only horizontal, shear due to wind or earthquake + 2.5% of column loads 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 only horizontal, shear due to wind or earthquake + 2.5% of column loads column loads + 2.5% of horizontal shear due to wind or earthquake column loads + full horizontal shear due to wind or earthquake ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The internal pressure coefficient on walls for buildings with large permeability is taken as ±0.5 ± 0.2 ± 0.7 0 ±0.5 ± 0.2 ± 0.7 0 ANSWER DOWNLOAD EXAMIANS APP
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