Design of Steel Structure The maximum slenderness ratio of a compression member carrying both dead and superimposed load is 200 180 190 150 200 180 190 150 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The use of tie plates in laced columns is permitted between two parts of the lacing permitted at start and end of lacing system only prohibited not prohibited permitted between two parts of the lacing permitted at start and end of lacing system only prohibited not prohibited ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure In moment resistant connections, the moment resistance of riveted connection depends upon Tension in rivets Shear in rivets Compression in rivets Strength of rivets in bearing Tension in rivets Shear in rivets Compression in rivets Strength of rivets in bearing ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The effective length of a fillet weld should not be less than Weld size Four times the weld size Two times the weld size Six times the weld size Weld size Four times the weld size Two times the weld size Six times the weld size ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The heaviest I-section for same depth is ISMB ISWB ISHB ISLB ISMB ISWB ISHB ISLB ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of(where, t = the web thickness in mm h = the outstand of stiffener in mm) 125 t3/h2 175 t2/h 125 t2/h 75 t2/h 125 t3/h2 175 t2/h 125 t2/h 75 t2/h ANSWER DOWNLOAD EXAMIANS APP
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