Design of Steel Structure Pitch of tacking rivets, when double angles connected back to back and acting as tension members should not be more than 600 mm 300 mm 500 mm 1000 mm 600 mm 300 mm 500 mm 1000 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Area of openings for buildings of large permeability is more than 50% of wall area 10% of wall area 30% of wall area 20% of wall area 50% of wall area 10% of wall area 30% of wall area 20% of wall area ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The ratio of plastic section modulus to elastic section modulus 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 is always greater than 1 is always less than 1 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 Weld size Two times the weld size Four times the weld size Six times the weld size Weld size Two times the weld size Four times the weld size ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Intermediate vertical stiffeners in a plate girder need be provided if the depth of web exceeds (where t is thickness of web) 50 t 200 t 85 t 250 t 50 t 200 t 85 t 250 t ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Which of the following sections should preferably be used at places where torsion occurs? Any of these Angle section Box type section Channel section Any of these Angle section Box type section Channel section ANSWER DOWNLOAD EXAMIANS APP
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