Design of Steel Structure The use of tie plates in laced columns is not prohibited permitted between two parts of the lacing permitted at start and end of lacing system only prohibited not prohibited permitted between two parts of the lacing permitted at start and end of lacing system only prohibited ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Bearing stiffener in a plate girder is used to prevent buckling of web prevent excessive deflection decrease the effective depth of web transfer the load from the top flange to the bottom one prevent buckling of web prevent excessive deflection decrease the effective depth of web transfer the load from the top flange to the bottom one ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The difference between gross diameter and nominal diameter for the rivets up to 25 mm diameter is 1.5 mm 2.5 mm 2.0 mm 1.0 mm 1.5 mm 2.5 mm 2.0 mm 1.0 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Maximum pitch of rivets, used in steel stacks, is limited to (where t is thickness of thinner plate being connected) 6t 101 161 121 6t 101 161 121 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 Angle of inclination of the lacing bar with the longitudinal axis of the column should preferably be between 40° to 70° 90° 10° to 30° 30° to 40° 40° to 70° 90° 10° to 30° 30° to 40° ANSWER DOWNLOAD EXAMIANS APP
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