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Structural Design Specifications - Engineering

Q1:

The outstand of stiffeners should be (where t is the thickness of flat).

A 6 t

B 8 t

C 10 t

D 12 t

ANS:D - 12 t

The outstand of a web stiffener should not be greater than 256t/fy^0.5 for angle section and 12t for flats.

t = thickness of a flat.