Design of Steel Structure Hudson’s formula gives the dead weight of a truss bridge as a function of top chord area heaviest axle load of engine bottom chord area effective span of bridge top chord area heaviest axle load of engine bottom chord area effective span of bridge 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° 30° to 40° 10° to 30° 40° to 70° 90° 30° to 40° 10° to 30° ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Bearing stiffeners are provided ati) the supportsii) the mid spaniii) the point of application of concentrated loadsThe correct answer is both (i) and (ii) both (i) and (iii) only (i) (i), (ii) and (iii) both (i) and (ii) both (i) and (iii) only (i) (i), (ii) and (iii) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure When the bolts are subjected to reversal of stresses, the most suitable type of bolt is turned and fitted bolt black bolt ordinary unfinished bolt high strength bolt turned and fitted bolt black bolt ordinary unfinished bolt high strength bolt 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 600 mm 300 mm 1000 mm 500 mm 600 mm 300 mm 1000 mm 500 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The moment-curvature relation at a plastic hinge is constant curvature for all moments parabolic linear constant moment for all curvatures constant curvature for all moments parabolic linear constant moment for all curvatures ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS