Design of Steel Structure The heaviest I-section for same depth is ISMB ISLB ISWB ISHB ISMB ISLB ISWB ISHB ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The difference between gross diameter and nominal diameter for the rivets up to 25 mm diameter is 1.0 mm 1.5 mm 2.5 mm 2.0 mm 1.0 mm 1.5 mm 2.5 mm 2.0 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The use of tie plates in laced columns is permitted at start and end of lacing system only prohibited permitted between two parts of the lacing not prohibited permitted at start and end of lacing system only prohibited permitted between two parts of the lacing not prohibited ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The effect of racking forces is considered in the design ofi) lateral bracesii) chord membersThe correct answer is only (i) None of these both (i) and (ii) only (ii) only (i) None of these both (i) and (ii) only (ii) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Shape factor is a property which depends only on the yield stress of the material only on the geometry of the section only on the ultimate stress of the material both on the yield stress and ultimate stress of material only on the yield stress of the material only on the geometry of the section only on the ultimate stress of the material both on the yield stress and ultimate stress of material ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure A circular column section is generally not used in actual practice because All of these it cannot carry the load safely it is uneconomical it is difficult to connect beams to the round sections All of these it cannot carry the load safely it is uneconomical it is difficult to connect beams to the round sections ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS