Design of Steel Structure Pitch of tacking rivets, when double angles connected back to back and acting as tension members should not be more than 600 mm 500 mm 300 mm 1000 mm 600 mm 500 mm 300 mm 1000 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The web crippling due to excessive bearing stress can be avoided by 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 increasing the web thickness ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Gantry girders are designed to resist lateral, longitudinal and vertical loads lateral loads lateral and longitudinal loads longitudinal loads and vertical loads lateral, longitudinal and vertical loads lateral loads lateral and longitudinal loads longitudinal loads and vertical loads 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 (ii) and (iii) only (i) (i) and (ii) only (iii) (ii) and (iii) only (i) (i) and (ii) only (iii) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Efficiency of a riveted joint, having the minimum pitch as per IS : 800, is 30% 60% 50% 40% 30% 60% 50% 40% 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 75% by direct bearing and 25% through fastenings Fully through fastenings Fully by direct bearing 50% by direct bearing and 50% through fastenings 75% by direct bearing and 25% through fastenings Fully through fastenings Fully by direct bearing 50% by direct bearing and 50% through fastenings ANSWER DOWNLOAD EXAMIANS APP
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