Height of section(mm):

Width of compression flange(mm):

Thickness of compression flange(mm):

Thickness of tension flange(mm):

Fillet at flange(mm):
(Note: For rolled section, enter a number other than 0 and for built-up section enter 0)

Thickness of web(mm):

Largest laterally unbraced length along either flange at point of load(mm)

Yield moment about axis of bending(N.mm):
(Note: Enter specified minimum yield stress of steel times elastic section modulus taken about axis perpendicular to web)

Required flexural strength using LRFD load combinations at location of compressive concentrated force(N.mm):

Condition of flange against rotation:
(Note: If flange is restrained against rotation, enter 1 | If flange is not restrained against rotation, enter 2)

Input

Output

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