Design of Steel Structure The best arrangement to provide unified behaviour in built up steel columns is by lacing battening tie plates perforated cover plates lacing battening tie plates perforated cover plates ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum slenderness ratio of a compression member carrying both dead and superimposed load is 150 200 190 180 150 200 190 180 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The sway bracing is designed to transfer 25% of the top panel wind load to bottom bracing 50% of the top panel wind load to bottom bracing 10% of the top panel wind load to bottom bracing 2Vi % of the top panel wind load to bottom bracing 25% of the top panel wind load to bottom bracing 50% of the top panel wind load to bottom bracing 10% of the top panel wind load to bottom bracing 2Vi % of the top panel wind load to bottom bracing ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure If the floor is supported at or near the bottom but top chords of a bridge is not braced, then the bridge is called Through type Half through type Double deck type Deck type Through type Half through type Double deck type Deck type ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The external wind pressure acting on a roof depends on slope of roof None of these both (a) and (b) degree of permeability of roof slope of roof None of these both (a) and (b) degree of permeability of roof ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Which of the following types of riveted joint is free from bending stresses ? butt joint with single cover plate butt joint with double cover plates None of these lap joint butt joint with single cover plate butt joint with double cover plates None of these lap joint ANSWER DOWNLOAD EXAMIANS APP
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