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 0.65 Awfy 0.75 Awfy 0.85 Awfy 0.55 Awfy 0.65 Awfy 0.75 Awfy 0.85 Awfy ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The forces acting on the web splice of a plate girder are Axial forces Shear and axial forces Shear and bending forces Axial and bending forces Axial forces Shear and axial forces Shear and bending forces Axial and bending forces ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of (where, t = the web thickness in mm h = the outstand of stiffener in mm) 75 t2/h 125 t2/h 175 t2/h 125 t2/h 75 t2/h 125 t2/h 175 t2/h 125 t2/h ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure When the axis of load lies in the plane of rivet group, then the most heavily loaded rivet will be the one which (where, Fa is the load shared by each rivet due to axial load and Fm is the shearing load due to moment in any rivet.) gives the minimum angle between the two forces Fa and Fm gives the maximum angle between the two forces Fa and Fm is at the minimum distance from CG of the rivet group is at the maximum distance from CG of the rivet group gives the minimum angle between the two forces Fa and Fm gives the maximum angle between the two forces Fa and Fm is at the minimum distance from CG of the rivet group is at the maximum distance from CG of the rivet group ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The mechanism method of plastic analysis satisfies equilibrium and plastic moment conditions mechanism and plastic moment conditions equilibrium and mechanism conditions equilibrium condition only equilibrium and plastic moment conditions mechanism and plastic moment conditions equilibrium and mechanism conditions equilibrium condition only ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Diameter of a bolt hole is usually taken as nominal diameter of bolt nominal diameter + 2.0 mm nominal diameter + 1.5 mm gross diameter of bolt nominal diameter of bolt nominal diameter + 2.0 mm nominal diameter + 1.5 mm gross diameter of bolt ANSWER DOWNLOAD EXAMIANS APP
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