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
175 t2/h
125 t2/h
125 t3/h2

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Design of Steel Structure
The elastic strain for steel is about

1/24 of strain at the initiation of strain hardening and about 1/200 of maximum strain
1/2 of strain at the initiation of strain hardening and about 1/12 of maximum strain
1/12 of strain at the initiation of strain hardening and 1/200 of maximum strain
1/12 of strain at the initiation of strain hardening and about 1/120 of maximum strain

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