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 t2/h 175 t2/h 125 t2/h 75 t2/h 125 t2/h 175 t2/h 125 t2/h 75 t2/h ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure If the thickness of thinnest outside plate is 10 mm, then the maximum pitch of rivets in tension will be taken as 163 mm 162 mm 161 mm 160 mm 163 mm 162 mm 161 mm 160 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure A circular column section is generally not used in actual practice because it is difficult to connect beams to the round sections All of these it cannot carry the load safely it is uneconomical it is difficult to connect beams to the round sections All of these it cannot carry the load safely it is uneconomical ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is 250 350 150 180 250 350 150 180 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The web crippling due to excessive bearing stress can be avoided by increasing the web thickness increasing the length of the bearing plates None of these providing suitable stiffeners increasing the web thickness increasing the length of the bearing plates None of these providing suitable stiffeners 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 all (i), (ii) and (iii) both (i) and (iii) only (i) both (i) and (ii) all (i), (ii) and (iii) both (i) and (iii) only (i) both (i) and (ii) ANSWER DOWNLOAD EXAMIANS APP
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