Design of Steel Structure Load factor is always equal to factor of safety sometimes greater than factor of safety always less than factor of safety always greater than factor of safety always equal to factor of safety sometimes greater than factor of safety always less than factor of safety always greater than factor of safety ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The forces acting on the web splice of a plate girder are 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 Axial forces ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The centrifugal force due to curvature of track is assumed to act on the bridge at a height of 2.13 m above the rail level 1.23 m above the rail level 1.83 m above the rail level 1.50 m above the rail level 2.13 m above the rail level 1.23 m above the rail level 1.83 m above the rail level 1.50 m above the rail level ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The allowable tensile stress in structural mild steel plates for steel tank is assumed as 150.0 MPa on gross area 105.5 MPa on net area 95.0 MPa on net area 105.5 MPa on gross area 150.0 MPa on gross area 105.5 MPa on net area 95.0 MPa on net area 105.5 MPa on gross area 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 2.0 mm 1.5 mm 2.5 mm 1.0 mm 2.0 mm 1.5 mm 2.5 mm 1.0 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The use of tie plates in laced columns is not prohibited prohibited permitted between two parts of the lacing permitted at start and end of lacing system only not prohibited prohibited permitted between two parts of the lacing permitted at start and end of lacing system only ANSWER DOWNLOAD EXAMIANS APP
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