1.Lug angles

2.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

3.The minimum thickness of a steel plate, which is directly exposed to weather and is not accessible for cleaning and repainting, should be:

4.The moment of inertia of the pair of vertical stiffeners about the center line of the web should not be less than.

5.A steel beam supporting loads from the floor slab as well as from wall is termed as