Stand-Alone Programs for Steel Structures
Crane Runways
The CRANEWAY stand-alone program calculates and performs all required design checks of crane runway girders according to Eurocode 3.
You can optionally select between bridge or suspension cranes.
Plate Buckling Analysis
The stand‑alone program PLATE‑BUCKLING performs plate buckling analysis of rectangular plates according to EN 1993‑1‑5:2006 or DIN 18800-3:1990‑11.
It is possible to apply horizontal or vertical stiffeners to the plates (for example flat plates, angles, T‑stiffeners, trapezoidal stiffeners, C‑sections).
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Contact us via our free e-mail, chat, or forum support or find various suggested solutions and useful tips on our FAQ page.
New
Member Transverse Stiffeners in RFEM 6 and RSTAB 9
This article shows you how to define different types of member transverse stiffeners in RFEM 6 and RSTAB 9. It also shows you how to consider them in the design as well as the calculation of members with 7 degrees of freedom.
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My live load is less than or equal to 100 psf. How do I consider the reduced load factor in the ASCE 7 load combinations?
- How do I include the redundancy factor(s), ρ in the ASCE 7 load combinations?
- I do not see the seismic load cases in my generated ASCE 7 load combinations (COs). How do I add them?
- How do I create an imperfection based on a mode shape in RFEM 6?
- How do I apply the ASCE 7 Orthogonal Directional Combination procedure (100% + 30% rule) to my seismic load in a static analysis?
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Is it possible in the CRANEWAY software to obtain the SLS rotational deformations of a continuous beam at the supports for an isostatic beam in the web plane?
- Why does the load wizard "Member Load from Area Load" give unnecessary concentrated loads?
Associated Products
CRANEWAY 8
Stand-Alone Program
Design of crane runway girders according to EN 1993-6 and DIN 4132
Price of First License
1,650.00 EURPLATE-BUCKLING 8
PLATE-BUCKLING 8 | Stand-Alone
Stand-Alone Program
Plate buckling analysis of rectangular plates with or without stiffeners
Price of First License
1,000.00 EUR
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Frequently Visited Pages
- How do I include the redundancy factor(s), ρ in the ASCE 7 load combinations?
