Industrial Building in the Alpes-de-Haute-Provence Department, France
Customer Project
The ALBYR Structures team was commissioned to design a new industrial hall in a high seismic activity region. The hall includes seven interior double-hinged frames with tapered beam ends as well as floor levels for offices. The columns were designed to support crane girders for a 5.5-ton crane.
| Structural Analysis |
ALBYR Structures, Bordeaux, France www.albyr.fr |
Model
Structural Analysis and Modeling
Since the structure is not of an unusual shape or size, the ALBYR Structures team was able to model the 3D building in RFEM to generate the wind and snow loads automatically. Parametric modeling was used for all frame geometry to allow for quick changes. The engineers generated the crane load cases in Excel for direct import into RFEM. Additionally, the RFEM add-on module RF-DYNAM Pro was used to generate seismic load cases.
ALBYR Structures also utilized the RF-STABILITY add-on module to calculate exact column effective lengths, which were imported into the RF-STEEL EC3 design module. Afterwards, it was possible to verify and optimize all members with the RF-STEEL EC3 design module.
Keywords
Hall RFEM 5 RF-DYNAM PRO RF-STABILITY RF-STEEL EC3 Wind loads Snow loads
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New
AISC 341-16 Moment Frame Connection Strength in RFEM 6
Moment frame design according to AISC 341-16 is now possible in the Steel Design add-on of RFEM 6. The seismic design result is categorized into two sections: member requirements and connection requirements. This article covers the required strength of the connection. An example comparison of the results between RFEM and the AISC Seismic Design Manual [2] is presented.
Programs Used for Structural Analysis
Add-on Module
Design of steel members according to Eurocode 3
1,850.00 EUR
Add-on Module
Stability analysis according to the eigenvalue method
1,350.00 EUR
Add-on Module
Seismic and static load analysis using multi-modal response spectrum analysis
1,000.00 EUR
