Design of Steel Structure The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is 350 150 250 180 350 150 250 180 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The sway bracing is designed to transfer 2Vi % of the top panel wind load to bottom bracing 10% of the top panel wind load to bottom bracing 25% of the top panel wind load to bottom bracing 50% of the top panel wind load to bottom bracing 2Vi % of the top panel wind load to bottom bracing 10% of the top panel wind load to bottom bracing 25% of the top panel wind load to bottom bracing 50% of the top panel wind load to bottom bracing ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure According to IS Specifications, the effective length of a column effectively held in position at both ends and restrained in direction at one end is taken as 0.8 L L 0.67 L 1.5 L 0.8 L L 0.67 L 1.5 L ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The basic wind speed is specified at a height ‘h’ above mean ground level in an open terrain. The value of ’h’ is 10 m 20 m 30 m 40 m 10 m 20 m 30 m 40 m 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) 75 t2/h 125 t3/h2 125 t2/h 175 t2/h 75 t2/h 125 t3/h2 125 t2/h 175 t2/h ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Bending compressive and tensile stresses respectively are calculated based on gross area and net area net area and gross area net area in both cases gross area in both cases gross area and net area net area and gross area net area in both cases gross area in both cases ANSWER DOWNLOAD EXAMIANS APP
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