Design of Steel Structure In a gusseted base, when the end of the column is machined for complete bearing on the base plate, then the axial load is assumed to be transferred to base plate 50% by direct bearing and 50% through fastenings Fully by direct bearing 75% by direct bearing and 25% through fastenings Fully through fastenings 50% by direct bearing and 50% through fastenings Fully by direct bearing 75% by direct bearing and 25% through fastenings Fully through fastenings ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The mechanism method and the statical method give lower bound on the strength of structure lower and upper bounds respectively on the strength of structure upper bound on the strength of structure upper and lower bounds respectively on the strength of structure lower bound on the strength of structure lower and upper bounds respectively on the strength of structure upper bound on the strength of structure upper and lower bounds respectively on the strength of structure ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Hudson’s formula gives the dead weight of a truss bridge as a function of bottom chord area effective span of bridge top chord area heaviest axle load of engine bottom chord area effective span of bridge top chord area heaviest axle load of engine ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The diameter of base of conical flare of a steel stack is (where d is the diameter of the cylindrical part) more than d less than d Any of these equal to d more than d less than d Any of these equal to d ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Angle of inclination of the lacing bar with the longitudinal axis of the column should preferably be between 40° to 70° 90° 10° to 30° 30° to 40° 40° to 70° 90° 10° to 30° 30° to 40° 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 2.5% of the column load Both (A) and (B) Shear force due to 2.5% of the column load Bending moment due to 2.5% of the column load 2.5% of the column load Both (A) and (B) Shear force due to 2.5% of the column load ANSWER DOWNLOAD EXAMIANS APP
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