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 500 mm 1000 mm 600 mm 300 mm 500 mm 1000 mm 600 mm 300 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure For a compression member with double angle section, which of the following section will give larger value of minimum radius of gyration? unequal legged angles with short legs back to back equal angles back to back both (b) or (c) unqual legged angles with long legs back to back unequal legged angles with short legs back to back equal angles back to back both (b) or (c) unqual legged angles with long legs back to back ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The mechanism method and the statical method give upper and lower bounds respectively on the strength of structure upper bound on the strength of structure lower and upper bounds respectively on the strength of structure lower bound on the strength of structure upper and lower bounds respectively on the strength of structure upper bound on the strength of structure lower and upper bounds respectively on the strength of structure lower bound on the strength of structure ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure When the axis of load lies in the plane of rivet group, then the most heavily loaded rivet will be the one which (where, Fa is the load shared by each rivet due to axial load and Fm is the shearing load due to moment in any rivet.) is at the minimum distance from CG of the rivet group gives the minimum angle between the two forces Fa and Fm is at the maximum distance from CG of the rivet group gives the maximum angle between the two forces Fa and Fm is at the minimum distance from CG of the rivet group gives the minimum angle between the two forces Fa and Fm is at the maximum distance from CG of the rivet group gives the maximum angle between the two forces Fa and Fm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Diameter of a bolt hole is usually taken as nominal diameter of bolt nominal diameter + 1.5 mm gross diameter of bolt nominal diameter + 2.0 mm nominal diameter of bolt nominal diameter + 1.5 mm gross diameter of bolt nominal diameter + 2.0 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The relation between intensity of wind pressure p and velocity of wind V is taken as paV”2 pa V p a (1/V) paV2 paV”2 pa V p a (1/V) paV2 ANSWER DOWNLOAD EXAMIANS APP
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