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Structure member check: The calculation sheet below gives the user the opportunity to perform a member check calculation based on standards API-RP-2A (WSD), ISO19902 or AISC-360-10. In exchange we would like to file your e-mail address so that we can keep you informed of our software developments. As soon as you press the 'Calculation' button you will be asked for your e-mail address, after which you must confirm it before the calculation is performed. Thank you for your interest in FEMDS.COM


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Check code:
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Dia or Height: mm
Thickness (web): mm
Chord length: mm
Brace length: mm
l1 =
mm4
l2 =
mm4
J =
mm4
E Modulus: MPa
Poisson's ratio: MPa
Yield stress: MPa
Ultimate stress: MPa
Eff. length k:  
Water Depth: m
Cm :  

Point A:

Axial force: kN
My : kNm
Mz : kNm
Shear over height: kN
Shear over width: kN
Torsion: kNm
Point B:

Axial force: kN
My : kNm
Mz : kNm
Shear over height: kN
Shear over width: kN
Torsion: kNm
Loadcase type:
UC stress point A=
UC stress point B=
UC shear point A=
UC shear point B=
UC=
Cb value
Cb in plane:
Mmax: kNm
M 1/4: kNm
M 1/2: kNm
M 3/4: kNm
Cb out of plane:
Mmax: kNm
M 1/4: kNm
M 1/2: kNm
M 3/4: kNm

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