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 600 mm 1000 mm 300 mm 500 mm 600 mm 1000 mm 300 mm 500 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The effect of racking forces is considered in the design ofi) lateral bracesii) chord membersThe correct answer is both (i) and (ii) only (ii) only (i) None of these both (i) and (ii) only (ii) only (i) None of these ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The portal bracing in a truss bridge is used to Transfer load from top of end posts to bearings Prevent the sides-way buckling of top chord Keep the rectangular shape of the bridge cross-section Stiffen the structure laterally Transfer load from top of end posts to bearings Prevent the sides-way buckling of top chord Keep the rectangular shape of the bridge cross-section Stiffen the structure laterally ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure According to IS Specifications, the maximum pitch of rivets in compression is (where t is thickness of thinnest outside plate or angle) lesser of 200 mm and 12 t lesser of 3 00 mm and 24 t lesser of 300 mm and 32 t lesser of 200 mm and 161 lesser of 200 mm and 12 t lesser of 3 00 mm and 24 t lesser of 300 mm and 32 t lesser of 200 mm and 161 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The risk coefficient k, depends on basic wind speed None of these mean probable design life of structures both (a) and (b) basic wind speed None of these mean probable design life of structures both (a) and (b) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Hudson’s formula gives the dead weight of a truss bridge as a function of effective span of bridge heaviest axle load of engine top chord area bottom chord area effective span of bridge heaviest axle load of engine top chord area bottom chord area ANSWER DOWNLOAD EXAMIANS APP
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