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 500 mm 600 mm 300 mm 1000 mm 500 mm 600 mm 300 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure For the buildings having a low permeability, the internal wind pressure acting normal to the wall and roof surfaces is taken as (where p is basic wind pressure) ± 0.5 p ±0.7p zero ±0.2p ± 0.5 p ±0.7p zero ±0.2p ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure If the thickness of thinnest outside plate is 10 mm, then the maximum pitch of rivets in tension will be taken as 163 mm 162 mm 160 mm 161 mm 163 mm 162 mm 160 mm 161 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Steel tanks are mainly designed for wind pressure earthquake forces water pressure weight of tank wind pressure earthquake forces water pressure weight of tank ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Study the following statements. i) Top lateral bracing prevents the sidesway buckling of the chord. ii) Sway bracing keeps the rectangular shape of the bridge cross-section. iii) Sway bracing transfers the load from top of end posts to bearings. The correct answer is both (i) and (ii) only (i) both (i) and (iii) all (i), (ii) and (iii) both (i) and (ii) only (i) both (i) and (iii) all (i), (ii) and (iii) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure For a standard 45° fillet, the ratio of size of fillet to throat thickness is 1 : V2 2: 1 V2 : 1 1:1 1 : V2 2: 1 V2 : 1 1:1 ANSWER DOWNLOAD EXAMIANS APP
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