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) 175 t2/h 75 t2/h 125 t3/h2 125 t2/h 175 t2/h 75 t2/h 125 t3/h2 125 t2/h ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The effect of racking forces is considered in the design of i) lateral braces ii) chord members The correct answer is None of these only (ii) both (i) and (ii) only (i) None of these only (ii) both (i) and (ii) only (i) 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 95.0 MPa on net area 150.0 MPa on gross area 105.5 MPa on net area 105.5 MPa on gross area 95.0 MPa on net area 150.0 MPa on gross area 105.5 MPa on net area ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Which of the following types of riveted joint is free from bending stresses ? lap joint butt joint with double cover plates None of these butt joint with single cover plate lap joint butt joint with double cover plates None of these butt joint with single cover plate ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Bearing stiffener in a plate girder is used to prevent excessive deflection prevent buckling of web transfer the load from the top flange to the bottom one decrease the effective depth of web prevent excessive deflection prevent buckling of web transfer the load from the top flange to the bottom one decrease the effective depth of web 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 90° 10° to 30° 40° to 70° 30° to 40° 90° 10° to 30° 40° to 70° 30° to 40° ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS