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 Both (A) and (B) Shear force due to 2.5% of the column load 2.5% of the column load Bending moment due to 2.5% of the column load Both (A) and (B) Shear force due to 2.5% of the column load ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Other conditions being same, the load factor in indeterminate structures is Less than the load factor in determinate structures Equal to load factor in determinate structures Unpredictable More than the load factor in determinate structures Less than the load factor in determinate structures Equal to load factor in determinate structures Unpredictable More than the load factor in determinate structures ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The effective length of a fillet weld should not be less than Six times the weld size Two times the weld size Weld size Four times the weld size Six times the weld size Two times the weld size Weld size Four times the weld size 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 1.50 kN/m2 0.75 kN/m2 1.35 kN/m2 0.65 kN/m2 1.50 kN/m2 0.75 kN/m2 1.35 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) 8t 4t 6t 3t 8t 4t 6t 3t ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The internal pressure coefficient on walls for buildings with large permeability is taken as ± 0.2 ± 0.7 ±0.5 0 ± 0.2 ± 0.7 ±0.5 0 ANSWER DOWNLOAD EXAMIANS APP
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