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 125 t3/h2 75 t2/h 175 t2/h 125 t2/h 125 t3/h2 75 t2/h ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum slenderness ratio of a compression member carrying both dead and superimposed load is 200 180 150 190 200 180 150 190 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Battening is preferable when thei) column carries axial load onlyii) space between the two main components is not very largeiii) column is eccentrically loadedThe correct answer is only (i) (ii) and (iii) only (iii) (i) and (ii) only (i) (ii) and (iii) only (iii) (i) and (ii) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Pitch of tacking rivets, when double angles connected back to back and acting as tension members should not be more than 600 mm 300 mm 1000 mm 500 mm 600 mm 300 mm 1000 mm 500 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure compression force in two end posts The pin of a rocker bearing in a bridge is designed for bending and shear bearing, shear and bending bearing and shear bearing and bending bending and shear bearing, shear and bending bearing and shear bearing and bending ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Minimum pitch of the rivets shall not be less than (where d is gross diameter of rivet) 2.0 d 1.5 d 3.0 d 2.5 d 2.0 d 1.5 d 3.0 d 2.5 d ANSWER DOWNLOAD EXAMIANS APP
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