Design of Steel Structure The centrifugal force due to curvature of track is assumed to act on the bridge at a height of 1.50 m above the rail level 1.83 m above the rail level 2.13 m above the rail level 1.23 m above the rail level 1.50 m above the rail level 1.83 m above the rail level 2.13 m above the rail level 1.23 m above the rail level ANSWER DOWNLOAD EXAMIANS APP
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 500 mm 1000 mm 300 mm 600 mm 500 mm 1000 mm 300 mm 600 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The risk coefficient k, depends on mean probable design life of structures 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 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The minimum thickness of plates in a steel stack should be 7 mm 6 mm 9 mm 8 mm 7 mm 6 mm 9 mm 8 mm 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 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 maximum spacing of vertical stiffeners is (where d is the distance between flange angles) 1.5 d 1.25 d 1.33 d 1.75 d 1.5 d 1.25 d 1.33 d 1.75 d ANSWER DOWNLOAD EXAMIANS APP
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