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 300 mm 500 mm 1000 mm 600 mm 300 mm 500 mm 1000 mm 600 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The effective length of a fillet weld should not be less than Weld size Four times the weld size Two times the weld size Six times the weld size Weld size Four times the weld size Two times the weld size Six times the weld size 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) ±0.7p zero ± 0.5 p ±0.2p ±0.7p zero ± 0.5 p ±0.2p ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Shape factor is a property which depends only on the yield stress of the material only on the ultimate stress of the material both on the yield stress and ultimate stress of material only on the geometry of the section only on the yield stress of the material only on the ultimate stress of the material both on the yield stress and ultimate stress of material only on the geometry of the section ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The best arrangement to provide unified behaviour in built up steel columns is by perforated cover plates tie plates battening lacing perforated cover plates tie plates battening lacing ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum permissible span of asbestos cement sheets is 810 mm 1680 mm 650 mm 1250 mm 810 mm 1680 mm 650 mm 1250 mm ANSWER DOWNLOAD EXAMIANS APP
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