Design of Steel Structure Rivets connecting flange angles to cover plates in a plate girder are subjected to Vertical load only C. Both (A) and (B) Horizontal shear only None of these Vertical load only C. Both (A) and (B) Horizontal shear only None of these ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The web crippling due to excessive bearing stress can be avoided by increasing the length of the bearing plates providing suitable stiffeners increasing the web thickness None of these increasing the length of the bearing plates providing suitable stiffeners increasing the web thickness None of these 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 30° to 40° 90° 10° to 30° 40° to 70° 30° to 40° 90° 10° to 30° 40° to 70° ANSWER DOWNLOAD EXAMIANS APP
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 effective span of bridge bottom chord area top chord area heaviest axle load of engine effective span of bridge bottom chord area ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The allowable tensile stress in structural mild steel plates for steel tank is assumed as 105.5 MPa on gross area 105.5 MPa on net area 95.0 MPa on net area 150.0 MPa on gross area 105.5 MPa on gross area 105.5 MPa on net area 95.0 MPa on net area 150.0 MPa on gross area ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure In case of timber structures, the simple bending formula M = fz may be applied for all rectangular beams rectangular beams up to 300 mm depth solid circular beams only all square cross-section beams all rectangular beams rectangular beams up to 300 mm depth solid circular beams only all square cross-section beams ANSWER DOWNLOAD EXAMIANS APP
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