Design of Steel Structure The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as 0.65 kN/m2 0.75 kN/m2 1.50 kN/m2 1.35 kN/m2 0.65 kN/m2 0.75 kN/m2 1.50 kN/m2 1.35 kN/m2 ANSWER DOWNLOAD EXAMIANS APP
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 Fully through fastenings 75% by direct bearing and 25% through fastenings 50% by direct bearing and 50% through fastenings Fully by direct bearing Fully through fastenings 75% by direct bearing and 25% through fastenings 50% by direct bearing and 50% through fastenings ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Battening is preferable when the i) column carries axial load only ii) space between the two main components is not very large iii) column is eccentrically loaded The correct answer is only (iii) (i) and (ii) only (i) (ii) and (iii) only (iii) (i) and (ii) only (i) (ii) and (iii) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure As per IS : 875, for the purposes of specifying basic wind velocity, the country has been divided into 4 zones 3 zones 5 zones 6 zones 4 zones 3 zones 5 zones 6 zones ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Hudson’s formula gives the dead weight of a truss bridge as a function of effective span of bridge bottom chord area heaviest axle load of engine top chord area effective span of bridge bottom chord area heaviest axle load of engine top chord area ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The web crippling due to excessive bearing stress can be avoided by increasing the web thickness providing suitable stiffeners increasing the length of the bearing plates None of these increasing the web thickness providing suitable stiffeners increasing the length of the bearing plates None of these ANSWER DOWNLOAD EXAMIANS APP
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