Design of Steel Structure Area of openings for buildings of large permeability is more than 10% of wall area 30% of wall area 20% of wall area 50% of wall area 10% of wall area 30% of wall area 20% of wall area 50% of wall area ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure By providing sufficient edge distance, which of the following failures of riveted joint can be avoided ? shear failure of the rivet tension failure of the plate shear failure of the plate crushing failure of the rivet shear failure of the rivet tension failure of the plate shear failure of the plate crushing failure of the rivet ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The least dimension in case of a circular column of diameter D is taken as 0.78 D 0.88 D 0.68 D 0.5 D 0.78 D 0.88 D 0.68 D 0.5 D ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The forces acting on the web splice of a plate girder are Shear and axial forces Shear and bending forces Axial forces Axial and bending forces Shear and axial forces Shear and bending forces Axial forces Axial and bending forces ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Generally the purlins are placed at the panel points so as to avoid Deflection of rafter Axial force in rafter Bending moment in rafter Shear force in rafter Deflection of rafter Axial force in rafter Bending moment in rafter Shear force in rafter 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) 0.55 Awfy 0.85 Awfy 0.65 Awfy 0.75 Awfy 0.55 Awfy 0.85 Awfy 0.65 Awfy 0.75 Awfy ANSWER DOWNLOAD EXAMIANS APP
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