Design of Steel Structure Lacing bars in a steel column should be designed to resist 2.5% of the column load Bending moment due to 2.5% of the column load Shear force due to 2.5% of the column load Both (A) and (B) 2.5% of the column load Bending moment due to 2.5% of the column load Shear force due to 2.5% of the column load Both (A) and (B) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The basic wind speed is specified at a height ‘h’ above mean ground level in an open terrain. The value of ’h’ is 20 m 40 m 10 m 30 m 20 m 40 m 10 m 30 m ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The actual thickness of butt weld as compared to the thickness of plate is usually equal None of these more less equal None of these more less ANSWER DOWNLOAD EXAMIANS APP
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 175 t2/h 125 t2/h 125 t3/h2 75 t2/h 175 t2/h 125 t2/h ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The effective length of a fillet weld should not be less than Weld size Six times the weld size Two times the weld size Four times the weld size Weld size Six times the weld size Two times the weld size Four times the weld size 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 1.1 L 1.3 L 1.8 L 1.5 L 1.1 L 1.3 L 1.8 L 1.5 L ANSWER DOWNLOAD EXAMIANS APP
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