196) The moment of inertia of the pair of vertical stiffeners about the center line of the web should not be less than.[where, ′t′ is the minimum required thick-ness of the web and ′C is the maximum permitted clear distance between vertical stiffener for thickness ′t′.]

197) 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]

198) For a compression member with double angle section, which of the following section will give larger value of minimum radius of gyration

199) Lug angles

200) For rivets in tension with counter-sunk heads, the tensile value shall be