Design of Steel Structure Hudson’s formula gives the dead weight of a truss bridge as a function of heaviest axle load of engine top chord area effective span of bridge bottom chord area heaviest axle load of engine top chord area effective span of bridge bottom chord area ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Generally the purlins are placed at the panel points so as to avoid Shear force in rafter Axial force in rafter Deflection of rafter Bending moment in rafter Shear force in rafter Axial force in rafter Deflection of rafter Bending moment in rafter ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure A circular column section is generally not used in actual practice because it is uneconomical it cannot carry the load safely All of these it is difficult to connect beams to the round sections it is uneconomical it cannot carry the load safely All of these it is difficult to connect beams to the round sections 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 300 mm 500 mm 600 mm 1000 mm 300 mm 500 mm 600 mm 1000 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Minimum spacing of vertical stiffeners is limited to (where d is the distance between flange angles) d/2 d/4 2d/3 d/3 d/2 d/4 2d/3 d/3 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Study the following statements.i) Top lateral bracing prevents the sidesway buckling of the chord.ii) Sway bracing keeps the rectangular shape of the bridge cross-section.iii) Sway bracing transfers the load from top of end posts to bearings.The correct answer is both (i) and (iii) only (i) all (i), (ii) and (iii) both (i) and (ii) both (i) and (iii) only (i) all (i), (ii) and (iii) both (i) and (ii) ANSWER DOWNLOAD EXAMIANS APP
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