Design of Steel Structure The maximum slenderness ratio of a compression member carrying both dead and superimposed load is 190 180 150 200 190 180 150 200 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The bracing between two columns of a steel tank will be designed to resist column loads + full horizontal shear due to wind or earthquake horizontal, shear due to wind or earthquake + 2.5% of column loads column loads + 2.5% of horizontal shear due to wind or earthquake horizontal shear due to wind or earthquake only column loads + full horizontal shear due to wind or earthquake horizontal, shear due to wind or earthquake + 2.5% of column loads column loads + 2.5% of horizontal shear due to wind or earthquake horizontal shear due to wind or earthquake only ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The effective length of a battened strut effectively held in position at both ends but not restrained in direction is taken as 1.3 L 1.5 L 1.1 L 1.8 L 1.3 L 1.5 L 1.1 L 1.8 L 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) 175 t2/h 75 t2/h 125 t2/h 125 t2/h 175 t2/h 75 t2/h 125 t2/h 125 t2/h ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure A butt weld is specified by penetration thickness plate thickness size of weld effective throat thickness penetration thickness plate thickness size of weld effective throat thickness ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The centrifugal force due to curvature of track is assumed to act on the bridge at a height of 2.13 m above the rail level 1.50 m above the rail level 1.83 m above the rail level 1.23 m above the rail level 2.13 m above the rail level 1.50 m above the rail level 1.83 m above the rail level 1.23 m above the rail level ANSWER DOWNLOAD EXAMIANS APP
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