Design of Steel Structure Lacing bars in a steel column should be designed to resist Bending moment due to 2.5% of the column load Shear force due to 2.5% of the column load 2.5% of the column load Both (A) and (B) Bending moment due to 2.5% of the column load Shear force due to 2.5% of the column load 2.5% of the column load Both (A) and (B) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The number of seismic zones in which the country has been divided are 5 7 8 6 5 7 8 6 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as 0.65 kN/m2 1.35 kN/m2 1.50 kN/m2 0.75 kN/m2 0.65 kN/m2 1.35 kN/m2 1.50 kN/m2 0.75 kN/m2 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The overlap of batten plates with the main members in welded connections should be more than (where t = thickness of the batten plate) 4t 3t 8t 6t 4t 3t 8t 6t ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The use of tie plates in laced columns is permitted between two parts of the lacing permitted at start and end of lacing system only prohibited not prohibited permitted between two parts of the lacing permitted at start and end of lacing system only prohibited not prohibited ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Generally the purlins are placed at the panel points so as to avoid Shear force in rafter Bending moment in rafter Deflection of rafter Axial force in rafter Shear force in rafter Bending moment in rafter Deflection of rafter Axial force in rafter ANSWER DOWNLOAD EXAMIANS APP
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