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) 125 t3/h2 75 t2/h 125 t2/h 175 t2/h 125 t3/h2 75 t2/h 125 t2/h 175 t2/h ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Lacing bars in a steel column should be designed to resist Shear force due to 2.5% of the column load Bending moment due to 2.5% of the column load Both (A) and (B) 2.5% of the column load Shear force due to 2.5% of the column load Bending moment due to 2.5% of the column load Both (A) and (B) 2.5% of the column load ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The forces acting on the web splice of a plate girder are Axial forces Shear and axial forces Axial and bending forces Shear and bending forces Axial forces Shear and axial forces Axial and bending forces Shear and bending forces ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The ratio of plastic section modulus to elastic section modulus is always greater than 1 is always less than 1 can be less than 1 is equal to 1 is always greater than 1 is always less than 1 can be less than 1 is equal to 1 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure A butt weld is specified by size of weld penetration thickness plate thickness effective throat thickness size of weld penetration thickness plate thickness effective throat thickness ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The effective length of a battened strut effectively held in position at both ends but not restrained in direction is taken as 1.3 L 1.8 L 1.1 L 1.5 L 1.3 L 1.8 L 1.1 L 1.5 L ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS