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) 0.75 Awfy 0.55 Awfy 0.85 Awfy 0.65 Awfy 0.75 Awfy 0.55 Awfy 0.85 Awfy 0.65 Awfy ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The mechanism method and the statical method give lower and upper bounds respectively on the strength of structure upper and lower bounds respectively on the strength of structure upper bound on the strength of structure lower bound on the strength of structure lower and upper bounds respectively on the strength of structure upper and lower bounds respectively on the strength of structure upper bound on the strength of structure lower bound on the strength of structure ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Horizontal stiffener in a plate girder is provided to safeguard against yielding compression buckling of web plate All of these shear buckling of web plate yielding compression buckling of web plate All of these shear buckling of web plate 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 maximum angle between the two forces Fa and Fm gives the minimum angle between the two forces Fa and Fm is at the maximum distance from CG of the rivet group is at the minimum distance from CG of the rivet group gives the maximum angle between the two forces Fa and Fm gives the minimum angle between the two forces Fa and Fm is at the maximum distance from CG of the rivet group is at the minimum distance from CG of the rivet group ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The external wind pressure acting on a roof depends on None of these both (a) and (b) degree of permeability of roof slope of roof None of these both (a) and (b) degree of permeability of roof slope of roof ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Lacing bars in a steel column should be designed to resist Bending moment due to 2.5% of the column load Shear force due to 2.5% of the column load 2.5% of the column load Both (A) and (B) Bending moment due to 2.5% of the column load Shear force due to 2.5% of the column load 2.5% of the column load Both (A) and (B) ANSWER DOWNLOAD EXAMIANS APP
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