Design of Steel Structure Pitch of tacking rivets, when double angles connected back to back and acting as tension members should not be more than 1000 mm 600 mm 500 mm 300 mm 1000 mm 600 mm 500 mm 300 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is 180 250 350 150 180 250 350 150 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 Deck type Half through type Through type Double deck type Deck type Half through type Through type Double deck type ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The sway bracing is designed to transfer 50% of the top panel wind load to bottom bracing 10% of the top panel wind load to bottom bracing 25% of the top panel wind load to bottom bracing 2Vi % 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 25% 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 Hudson’s formula gives the dead weight of a truss bridge as a function of top chord area bottom chord area heaviest axle load of engine effective span of bridge top chord area bottom chord area heaviest axle load of engine effective span of bridge ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The least dimension in case of a circular column of diameter D is taken as 0.68 D 0.5 D 0.78 D 0.88 D 0.68 D 0.5 D 0.78 D 0.88 D ANSWER DOWNLOAD EXAMIANS APP
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