Design of Steel Structure A circular column section is generally not used in actual practice because it cannot carry the load safely All of these it is uneconomical it is difficult to connect beams to the round sections it cannot carry the load safely All of these it is uneconomical it is difficult to connect beams to the round sections ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The shape factor of an isosceles triangle for bending about the axis parallel to the base is: 2.01 2.33 1.0 2.34 2.01 2.33 1.0 2.34 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The effective length of a fillet weld should not be less than Four times the weld size 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 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The best arrangement to provide unified behaviour in built up steel columns is by lacing perforated cover plates battening tie plates lacing perforated cover plates battening tie plates ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure By providing sufficient edge distance, which of the following failures of riveted joint can be avoided ? shear failure of the plate tension failure of the plate crushing failure of the rivet shear failure of the rivet shear failure of the plate tension failure of the plate crushing failure of the rivet shear failure of the rivet ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The minimum thickness of plates in a steel stack should be 8 mm 7 mm 9 mm 6 mm 8 mm 7 mm 9 mm 6 mm ANSWER DOWNLOAD EXAMIANS APP
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