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THE SPREADSHEETS FUNCTION AS AN INTERACTIVE COMPLETE VERSION OF THE CODE (STRUCTURAL EUROCODES - CEN/TC 250)
Last check and update: January 2024
I FOGLI DI CALCOLO SONO STRUTTURATI COME UNA VERSIONE COMPLETAMENTE INFORMATIZZATA DELLA NORMA (EUROCODICI STRUTTURALI - CEN/TC 250)
Ultima revisione e aggiornamento: gennaio 2024
SOME of OUR CUSTOMERS:
- The Institution of Engineers, (Selangor Malaysia)
- CHEBAP - Centre des Hautes Études du Béton Armé et Précontraint
- Le CHEC - Le Centre des hautes Etudes de la Construction
- Northumbria University (Newcastle upon Tyne, United Kingdom)
- University Teknology PETRONAS - (Civil Engineering Department / Malaysia)
-
SPX - DB
Thermal - Power Plant Construction in South Africa
- HSK & Associate - (engineers company in Singapore)
- Conarte - (Arhitekturi-ja projekteermisbüroo / Estonia)
- i5 ingenieria - (Talleres de Fabricación de Estructura Metálica y Calderería/ Barcelona, Spagna)
- Company System 2000 Group Ltd, (Erdington Birmingham) - Link
- Alhambra S.r.l. LUSAS Italia, (Terni, Italy) - Link
- Amana Contracting & Steel Buildings, Amana Industries , (United Arab Emirates and Qatar) - Link
- Structor (Norge) - Link
Last UPDATE: May, 2024
Remark: If you are running WIN10, spreadsheets in "Read-Only" could not work properly!
EUROCODES Spreadsheets Product Tryouts.
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EUROCODES Spreadsheets software tryouts now.
The products listed below are offered as tryouts
The Seller (Carlo Sigmund) states and confirms that the files with the name and the size described below do not contain any virus or malware:
Name: Tryout_EN1991-1-4_(a)_12.xls/.zip
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Size: 932 KB (954.368 byte)
Name: Tryout_EN1991-1-4_(a)_16.xls/.zip
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Name: Tryout_EN1991-1-4_(a)_18.xls/.zip
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Name: Tryout_EN1991-1-3_(a).xls/.zip
Product Version: Tryout
Size: 564 KB (577.536 byte)
Name: Tryout_EN1991-1-3_(b).xls/.zip
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Size: 532 KB (544.768 byte)
Name: Tryout_EN1991-1-3_(c).xls/.zip
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Size: 2,93 MB (3.080.192 byte)
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Name: Tryout_EN1991-1-4_(a).xls/.zip
Product Version: Tryout
Size: 732 KB (749.568 byte)
Name: Tryout_EN1991-1-4_(a)_2.xls/.zip
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Tryout_EN1991-1-4_(a)_12.zip (Excel 32-64 bit)
Sec. 7 - Sec. 7.4 Free-standing walls, parapets, fences and signboards. Sec. 7.4.2 Shelter factors for walls and fences. Sec. 7.4.3 Signboards.
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Tryout_EN1991-1-4_(a)_16.zip (Excel 32-64 bit)
Sec. 7 - Sec. 7.11 Lattice structures and scaffoldings.
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Tryout_EN1991-1-4_(a)_18.zip (Excel 32-64 bit)
Sec. 8 Wind actions on bridges. Sec. 8.3 Force coefficients. Sec. 8.3.1 Force coefficients in x-direction (general method). Sec. 8.3.2 Force in x-direction - Simplified Method. Sec. 8.3.3 Wind forces on bridge decks in z-direction. Sec. 8.3.4 Wind forces on bridge decks in y-direction.
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EN1991-1-3_(a).zip (Excel 32-64 bit)
Sec. 5 - Snow load on roofs
Sec. 5 Roof shape coefficients. Sec. 5.3.2 Monopitch roofs. Sec. 5.3.3 Pitched roofs. Sec. 5.3.4 Multi-span roofs. Sec. 5.1 Nature of the load. Sec. 5.3.5 Cylindrical roofs. Sec. 5.3.6 Roof abutting and close to taller construction works.
Sec. 6 - Local effects - Sec. 6.2 Drifting at projections and obstructions. Sec. 6.3 Snow overhanging the edge of a roof. Sec. 6.4 Snow loads on snowguards and other obstacles.
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EN1991-1-3_(b).zip (Excel 32-64 bit)
Annex A - Normative - Design situations and load arrangements to be used for different locations.
Annex B - Normative - Snow load shape coefficients for exceptional snow drift. Sec. B.2 Multi-span roofs. Sec. B.3 Roofs abutting and close to taller structures. Sec. B.4 Roofs where drifting occurs at projections and parapets.
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EN1991-1-3_(c).zip (Excel 32-64 bit)
Annex C - Informative - European ground snow load maps.
(Expression characteristic snow load on the ground vs Climatic region). Sec. 4.3, Sec. 5.2 - Snow load on roofs (Sec. 5.2(3)P).
Annex D - Informative - Adjustment of the ground snow load according to return period.
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EN1991-1-4_(a).zip (Excel 32-64 bit)
Sec. 4 - Wind velocity and velocity pressure
Sec. 4.2 Basic values. Sec. 4.3 Mean wind. Sec. 4.3.2 Terrain roughness. Sec. 4.3.1 Variation with height. Sec. 4.4 Wind turbolence. Sec. 4.5 Peak velocity pressure (basic velocity pressure, exposure factor).
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EN1991-1-4_(a)_2.zip (Excel 32-64 bit)
Sec. 7.2 - Pressure coefficients for building
Sec. 7.2.2 Vertical walls of rectangular plan buildings
UK National Annex - Fundamental value of the basic wind velocity.
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EN1991-1-4_(a)_3.zip (Excel 32-64 bit)
Sec. 7 - Pressure and force coefficients
Sec. 7.2 Pressure coefficients for building. Sec. 7.2.2 Vertical walls of rectangular plan buildings. Sec. 7.12 Asymmetric and counteracting pressure and forces.
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We would like to take this opportunity to say thank for advice and bug reports to:
- Bob Rowley (Norton Villiers Triumph)
- Cicchetti & De Santis Ingegneri Associati (http://www.cedprogetti.it/)
- Gareth Bradley (gareth_bradley@btinternet.com)
- Scotti Ing. Matteo (http://www.agenziamilanostrutture.it/)
- Stabile Ing. Gaetano (http://gaetano-stabile.blogspot.it/)
- Studio Tecnico Ing. Federico Benedetti (bfede@inwind.it)