Design of Steel Structure The sway bracing is designed to transfer 10% of the top panel wind load to bottom bracing 2Vi % of the top panel wind load to bottom bracing 25% of the top panel wind load to bottom bracing 50% of the top panel wind load to bottom bracing 10% of the top panel wind load to bottom bracing 2Vi % of the top panel wind load to bottom bracing 25% of the top panel wind load to bottom bracing 50% of the top panel wind load to bottom bracing ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as 0.65 kN/m2 0.75 kN/m2 1.50 kN/m2 1.35 kN/m2 0.65 kN/m2 0.75 kN/m2 1.50 kN/m2 1.35 kN/m2 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) 75 t2/h 175 t2/h 125 t3/h2 125 t2/h 75 t2/h 175 t2/h 125 t3/h2 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 both (i) and (iii) both (i) and (ii) only (i) all (i), (ii) and (iii) both (i) and (iii) both (i) and (ii) only (i) all (i), (ii) and (iii) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure In case of plastic design, the calculated maximum shear capacity of a beam as per IS:800 shall be (where, Aw = effective cross-sectional area resisting shear fy = yield stress of the steel) 0.85 Awfy 0.55 Awfy 0.65 Awfy 0.75 Awfy 0.85 Awfy 0.55 Awfy 0.65 Awfy 0.75 Awfy ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The number of seismic zones in which the country has been divided are 5 7 8 6 5 7 8 6 ANSWER DOWNLOAD EXAMIANS APP
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