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Free online calculation tools for structural design according to Eurocodes
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Eurocode 1 Wind load on prism elements with rectangular cross-section (force coefficient)
Calculation of wind load action effects on prism elements with rectangular cross-section. The total horizontal wind force is calculated from the force coefficient corresponding to the overall effect of the wind action on the structure
EN 1991-1-4:2005+A1:2010 Section 7.6
Structures with rectangular plan, isolated elements with rectangular cross-section
Supported National Annexes:
Only countries that adopt CEN recommended values for sections 7.6 and 7.13 of EN1991-1-4 are supported. The value of the peak velocity pressure can be specified manually. Otherwise automatic calculation of peak velocity pressure is supported, in addition to countries that adopt the CEN recommended values for NDPs, also for the following National Annexes: Finland, Portugal. The National Annexes of Germamy, Norway, Spain, Sweden, Switzerland are NOT supported (enter peak velocity pressure manually).