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 Fully by direct bearing 50% by direct bearing and 50% through fastenings Fully through fastenings 75% by direct bearing and 25% through fastenings Fully by direct bearing 50% by direct bearing and 50% through fastenings Fully through fastenings 75% by direct bearing and 25% through fastenings ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The effect of racking forces is considered in the design of i) lateral braces ii) chord members The correct answer is both (i) and (ii) only (ii) only (i) None of these both (i) and (ii) only (ii) only (i) None of these ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The web crippling due to excessive bearing stress can be avoided by None of these increasing the length of the bearing plates providing suitable stiffeners increasing the web thickness None of these increasing the length of the bearing plates providing suitable stiffeners increasing the web thickness ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The risk coefficient k, depends on both (a) and (b) basic wind speed None of these mean probable design life of structures both (a) and (b) basic wind speed None of these mean probable design life of structures ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The relation between intensity of wind pressure p and velocity of wind V is taken as pa V paV2 paV”2 p a (1/V) pa V paV2 paV”2 p a (1/V) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Generally the purlins are placed at the panel points so as to avoid Deflection of rafter Bending moment in rafter Axial force in rafter Shear force in rafter Deflection of rafter Bending moment in rafter Axial force in rafter Shear force in rafter ANSWER DOWNLOAD EXAMIANS APP