Design of Steel Structure The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of(where, t = the web thickness in mm h = the outstand of stiffener in mm) 75 t2/h 175 t2/h 125 t3/h2 125 t2/h 75 t2/h 175 t2/h 125 t3/h2 125 t2/h ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Hudson’s formula gives the dead weight of a truss bridge as a function of bottom chord area heaviest axle load of engine effective span of bridge top chord area bottom chord area heaviest axle load of engine effective span of bridge top chord area ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Normally, the angle of roof truss with asbestos sheets should not be less than 30° 35° 26/2° 40° 30° 35° 26/2° 40° ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The forces acting on the web splice of a plate girder are Axial forces Shear and bending forces Axial and bending forces Shear and axial forces Axial forces Shear and bending forces Axial and bending forces Shear and axial forces 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 5 zones 3 zones 4 zones 6 zones 5 zones 3 zones 4 zones 6 zones 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 300 mm 1000 mm 600 mm 500 mm 300 mm 1000 mm 600 mm ANSWER DOWNLOAD EXAMIANS APP
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