Design of Steel Structure Pitch of tacking rivets, when double angles connected back to back and acting as tension members should not be more than 1000 mm 600 mm 500 mm 300 mm 1000 mm 600 mm 500 mm 300 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The allowable tensile stress in structural mild steel plates for steel tank is assumed as 95.0 MPa on net area 105.5 MPa on net area 150.0 MPa on gross area 105.5 MPa on gross area 95.0 MPa on net area 105.5 MPa on net area 150.0 MPa on gross area 105.5 MPa on gross area ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Area of openings for buildings of large permeability is more than 20% of wall area 30% of wall area 50% of wall area 10% of wall area 20% of wall area 30% of wall area 50% of wall area 10% of wall area ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The forces acting on the web splice of a plate girder are Axial forces Axial and bending forces Shear and axial forces Shear and bending forces Axial forces Axial and bending forces Shear and axial forces Shear and bending forces ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The statical method of plastic analysis satisfies equilibrium and plastic moment conditions equilibrium condition only equilibrium and mechanism conditions mechanism and plastic moment conditions equilibrium and plastic moment conditions equilibrium condition only equilibrium and mechanism conditions mechanism and plastic moment conditions 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
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