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 125 t2/h 75 t2/h 175 t2/h 125 t3/h2 125 t2/h 75 t2/h 175 t2/h 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) 175 t2/h 75 t2/h 125 t2/h 125 t2/h 175 t2/h 75 t2/h 125 t2/h 125 t2/h ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Study the following statements.i) Top lateral bracing prevents the sidesway buckling of the chord.ii) Sway bracing keeps the rectangular shape of the bridge cross-section.iii) Sway bracing transfers the load from top of end posts to bearings.The correct answer is only (i) both (i) and (ii) all (i), (ii) and (iii) both (i) and (iii) only (i) both (i) and (ii) all (i), (ii) and (iii) both (i) and (iii) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The effective length of a battened strut effectively held in position at both ends but not restrained in direction is taken as 1.1 L 1.3 L 1.8 L 1.5 L 1.1 L 1.3 L 1.8 L 1.5 L ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure In moment resistant connections, the moment resistance of riveted connection depends upon Strength of rivets in bearing Tension in rivets Shear in rivets Compression in rivets Strength of rivets in bearing Tension in rivets Shear in rivets Compression in rivets ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The number of seismic zones in which the country has been divided are 8 7 5 6 8 7 5 6 ANSWER DOWNLOAD EXAMIANS APP
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