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 125 t2/h 125 t3/h2 175 t2/h 75 t2/h 125 t2/h 125 t3/h2 175 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 Steel tanks are mainly designed for wind pressure weight of tank water pressure earthquake forces wind pressure weight of tank water pressure earthquake forces ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure In the cross-section of a weld, throat is the maximum dimension minimum dimension average dimension None of these maximum dimension minimum dimension average dimension None of these ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure For a compression member with double angle section, which of the following section will give larger value of minimum radius of gyration? unqual legged angles with long legs back to back unequal legged angles with short legs back to back equal angles back to back both (b) or (c) unqual legged angles with long legs back to back unequal legged angles with short legs back to back equal angles back to back both (b) or (c) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The moment-curvature relation at a plastic hinge is constant curvature for all moments linear constant moment for all curvatures parabolic constant curvature for all moments linear constant moment for all curvatures parabolic ANSWER DOWNLOAD EXAMIANS APP
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