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 125 t2/h 75 t2/h 125 t2/h 175 t2/h 125 t2/h 75 t2/h 125 t2/h ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure For rivets in tension with counter-sunk heads, the tensile value shall be reduced by 33.3% reduced by 25 % increased by 33.3 % increased by 25 % reduced by 33.3% reduced by 25 % increased by 33.3 % increased by 25 % ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The overlap of batten plates with the main members in welded connections should be more than (where t = thickness of the batten plate) 3t 6t 4t 8t 3t 6t 4t 8t ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure To minimize the total cost of a roof truss, the ratio of the cost of truss to the cost of purlins shall be 5 3 2 4 5 3 2 4 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 (ii) both (i) and (iii) all (i), (ii) and (iii) only (i) both (i) and (ii) both (i) and (iii) all (i), (ii) and (iii) only (i) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum permissible span of asbestos cement sheets is 810 mm 650 mm 1250 mm 1680 mm 810 mm 650 mm 1250 mm 1680 mm ANSWER DOWNLOAD EXAMIANS APP
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