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BEAM-CHK

Code Check Beams to AISC 360-05-ASD (Beta)

DESCRIPTION
UNITS
Length
Force
SECTION PROFILE
Table Section
h b tf tw
MATERIAL
σy Yield stress for the material E Elastic modulus for the material
ρ Density for the material ν Poisson's ratio for the material
(Acceptable values are -1 ≤ ν ≤ 0.5)
-
MOMENT MODIFIERS
Torsion -
Bend Y -
Bend Z -
EFFECTIVE LENGTHS
Torsion
LEFF Y
LEFF Z
STIFFENER SPACING
Web Stiffener spacing for the member
(Leave empty if there are no stiffeners)
APPLIED FORCES
Axial Enter the Axial Force* for the member
* Tension should be positive
MY
Shear Z MZ

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