FlexBeam Pro

 12,50

FlexBeam is a user-friendly calculator for beam analysis: calculate beam deflection and column buckling. Just enter the data and FlexBeam instantaneously provides you with the outcome. You can immediately see, on one window, which load is calculated, the second moment of area and the resulting stress, deflection and slope. Buckling calculations are done for central load (Euler-formula) and for eccentric load (Secant-formula). You can pay with PayPal or via iDeal, Bancontact, KBC/CBC, Belfius Pay, Giropay and EPS.
You can also try the free version first.

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Description

Key Features of FlexBeam

There are two versions of FlexBeam for the calculation of beam deflection and buckling: FlexBeam Pro and FlexBeam Lite. FlexBeam Pro has the full functionality. The main features of FlexBeam Pro and FlexBeam Lite are:

FeaturesLitePro
Calculate beam deflectionOKOK
Calculate buckling (new in release 2.0)NOOK
four different types of beam supportsOKOK
automatic calculation of the second moment of area for various beam cross-sections423
several standard cross-sections (IPE, HEA, HEB, HEM, UBP, UB, ASTM, UC, PFC, UPN (UNP), UPE, HD, HP and square, rectangular and circular hollow sections)NO17
enter a known second moment of areaOKOK
manage materials selection listOKOK
simultaneous loads13
metric units and Imperial unitsOKOK
calculate maximum beam deflection, stress and slopeOKOK
calculate beam deflection, stress and slope at any desired positionOKOK
calculation of reaction forcesNOOK
calculation of buckling around X- and Y-axis with central load and with eccentric loadNOOK
diagram of the deflection and slopeOKOK
diagram of the stress and shear forceNOOK
copy all entered data and calculation results to the Windows clipboardOKOK
save the last calculationOKOK
printing of the load case and results, including diagramsOKOK
help functionOKOK
languages English and DutchOKOK
Free€ 12.50

There are discounts for multiple (> 5) licenses. They will be shown in the shopping cart. The discounts are:

  • 5 users, € 1.50 discount;
  • 10 users, € 5.00 discount;
  • 20 users, € 15.00 discount;
  • 50 users, € 35.00 discount.

Please contact us for an unlimited number of licenses.

The latest release of FlexBeam is 2.7.0. See the release notes.

Screenshot of FlexBeam Pro buckling calculation:

Main Window of FlexBeam Pro for Buckling
Screenshot of FlexBeam Pro deflection calculation with an example of the deflection diagram:

Main window of FlexBeam Pro for beam deflection

Diagram, graph of deflection

 

Order FlexBeam Pro

The price of FlexBeam Pro with its extensive functionality is € 12.50 per user, all future updates are free. FlexBeam Lite is free. You can pay safe and securely with PayPal (or credit card) or via iDeal, Bancontact, KBC/CBC, Belfius Pay, Giropay and EPS. After payment you will receive an email with a download link.

System requirements

System requirements can be found here.

Anti-virus

Some antivirus programs block the installation of FlexBeam and mark it as suspicious. This is called a ‘false positive’. FlexBeam is 100% virus free.

FlexBeam Lite

Want to try FlexBeam first, or you don’t need all the features of the Pro version? Then download the free FlexBeam Lite version. You can download and use FlexBeam Lite for free after registering. We will keep you informed about program updates and new developments.

The functionality of FlexBeam Lite is more limited than that of the Pro version, see the table above. The FlexBeam Lite version, as well as the programs HertzWin and FlexHinge, will always be free and will be continuously updated.

FlexBeam Lite Download after Registration

You can download and use the beam deflection calculator FlexBeam Lite for free after registration.  You will receive an email with a download link for the software.

Please check the box for the software you would like to receive news about. You will be informed about program updates and new developments.

You can edit your preferences and personal information at any time or remove all personal information. See the Privacy Policy.

Comments

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