Design of Steel Structure The forces acting on the web splice of a plate girder are Axial and bending forces Shear and bending forces Shear and axial forces Axial forces Axial and bending forces Shear and bending forces Shear and axial forces Axial forces 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 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 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Other conditions being same, the load factor in indeterminate structures is Unpredictable Equal to load factor in determinate structures More than the load factor in determinate structures Less than the load factor in determinate structures Unpredictable Equal to load factor in determinate structures More than the load factor in determinate structures Less than the load factor in determinate structures ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The best arrangement to provide unified behaviour in built up steel columns is by lacing tie plates perforated cover plates battening lacing tie plates perforated cover plates battening ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The actual thickness of butt weld as compared to the thickness of plate is usually less equal more None of these less equal more None of these ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The ratio of plastic section modulus to elastic section modulus is always greater than 1 can be less than 1 is always less than 1 is equal to 1 is always greater than 1 can be less than 1 is always less than 1 is equal to 1 ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS