Design of Steel Structure The effect of racking forces is considered in the design ofi) lateral bracesii) chord membersThe correct answer is only (i) both (i) and (ii) None of these only (ii) only (i) both (i) and (ii) None of these only (ii) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as 1.35 kN/m2 0.75 kN/m2 1.50 kN/m2 0.65 kN/m2 1.35 kN/m2 0.75 kN/m2 1.50 kN/m2 0.65 kN/m2 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The sway bracing is designed to transfer 10% 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 25% 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 50% of the top panel wind load to bottom bracing 25% of the top panel wind load to bottom bracing ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The effective length of a battened column is increased by 5% 15% 10% 20% 5% 15% 10% 20% ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure For a standard 45° fillet, the ratio of size of fillet to throat thickness is 2: 1 1 : V2 V2 : 1 1:1 2: 1 1 : V2 V2 : 1 1:1 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Hudson’s formula gives the dead weight of a truss bridge as a function of bottom chord area heaviest axle load of engine top chord area effective span of bridge bottom chord area heaviest axle load of engine top chord area effective span of bridge ANSWER DOWNLOAD EXAMIANS APP
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