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 500 mm 1000 mm 300 mm 600 mm 500 mm 1000 mm 300 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Which of the following types of riveted joint is free from bending stresses ? butt joint with single cover plate lap joint None of these butt joint with double cover plates butt joint with single cover plate lap joint None of these butt joint with double cover plates ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure In case of plastic design, the calculated maximum shear capacity of a beam as per IS:800 shall be (where, Aw = effective cross-sectional area resisting shear fy = yield stress of the steel) 0.65 Awfy 0.75 Awfy 0.55 Awfy 0.85 Awfy 0.65 Awfy 0.75 Awfy 0.55 Awfy 0.85 Awfy ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure If the loaded length of span in meters of a railway steel bridge carrying a single track is 6 m, then impact factor is taken as 0 0.5 between 0.5 and 1.0 1.0 0 0.5 between 0.5 and 1.0 1.0 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure compression force in two end posts The pin of a rocker bearing in a bridge is designed for bearing and bending bearing and shear bearing, shear and bending bending and shear bearing and bending bearing and shear bearing, shear and bending bending and shear ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Bending compressive and tensile stresses respectively are calculated based on net area and gross area gross area in both cases net area in both cases gross area and net area net area and gross area gross area in both cases net area in both cases gross area and net area ANSWER DOWNLOAD EXAMIANS APP
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