Spreadsheets for Steel design according to Eurocode 3
![](https://ecapplied.wordpress.com/wp-content/uploads/2019/10/annotation-2019-10-25-165448-2.png?w=1024)
Connections made with pins
EN 1993-1-8 2005 3.13
![](https://ecapplied.wordpress.com/wp-content/uploads/2019/10/annotation-2019-10-25-165432.png?w=637)
![](https://ecapplied.wordpress.com/wp-content/uploads/2019/10/annotation-2019-10-25-165547.png?w=747)
Equivalent T-stub in tension/compression
clearance parameters and input
![](https://ecapplied.wordpress.com/wp-content/uploads/2019/10/annotation-2019-10-25-165631.png?w=777)
Resistance to shear
EN 1993-1-5: 2006 5
detail parameters and full auto-filled function of data tables
All in worksheet
- no password of protect sheet/ workbook
- no VBA locked code
help to complete your calculation/design report
![](https://ecapplied.wordpress.com/wp-content/uploads/2019/10/annotation-2019-10-25-165602.png?w=621)
User interface examples for steel structures
![](https://ecapplied.wordpress.com/wp-content/uploads/2023/04/bolted-connection-01.png?w=1024)
![](https://ecapplied.wordpress.com/wp-content/uploads/2023/04/bolted-connection-02.png?w=1024)
![](https://ecapplied.wordpress.com/wp-content/uploads/2023/04/equivalent-t-stub-01.png?w=1024)
![](https://ecapplied.wordpress.com/wp-content/uploads/2023/04/equivalent-t-stub-02.png?w=1024)
![](https://ecapplied.wordpress.com/wp-content/uploads/2023/04/pin-connection.png?w=1024)
![](https://ecapplied.wordpress.com/wp-content/uploads/2023/04/plate-with-large-deflection.png?w=1024)
![](https://ecapplied.wordpress.com/wp-content/uploads/2023/04/plate-with-small-deflection.png?w=1024)
![](https://ecapplied.wordpress.com/wp-content/uploads/2023/04/shear.png?w=1024)
![](https://ecapplied.wordpress.com/wp-content/uploads/2023/04/transverse-forces.png?w=1024)
![](https://ecapplied.wordpress.com/wp-content/uploads/2023/04/welded-connection.png?w=1024)
User interface examples for Section resistance, flexural buckling and lateral torsional buckling for I-profiles
![](https://ecapplied.wordpress.com/wp-content/uploads/2023/04/ec3-1_section-resistance-flexural-buckling-and-lateral-torsional-buckling-for-i-profiles.jpg?w=671)
![](https://ecapplied.wordpress.com/wp-content/uploads/2023/04/ec3-2_elastic-stress-verification-of-symmetrical-i-profiles-according-to-din-en-1993-1-1.jpg?w=450)
![](https://ecapplied.wordpress.com/wp-content/uploads/2023/04/ec3-3_verification-cross-section-capacity-for-n-v-and-m-for-uniform-elements-according-to-din-en-1993-1-1.jpg?w=622)
![](https://ecapplied.wordpress.com/wp-content/uploads/2023/04/ec3-4_verification-of-the-cross-section-resistance-for-with-axial-force-shear-force-and-bending-stressed-uniform-components-according-to-din-en-1993-1-1.jpg?w=622)
![](https://ecapplied.wordpress.com/wp-content/uploads/2023/11/ec3-5_verification-of-the-cross-section-resistance-for-cross-sections-subjected-to-bending-and-compression-of-cross-section-class-1-and-2-according-to-din-en-1993-1-1-section-6.2.9.1.jpg?w=546)
![](https://ecapplied.wordpress.com/wp-content/uploads/2023/04/ec3-6_verification-of-the-plastic-cross-section-resistance-for-generally-stressed-cross-sections-of-cross-section-class-1-and-2-according-to-din-en-1993-1-1-section-6.2.1.jpg?w=646)
![](https://ecapplied.wordpress.com/wp-content/uploads/2023/04/ec3-7_uniform-components-subjected-to-bending-and-compression-din-en-1993-1-1.jpg?w=651)
![](https://ecapplied.wordpress.com/wp-content/uploads/2023/04/ec3-8_flexural-buckling-according-to-din-en-1993-1-1.jpg?w=630)
![](https://ecapplied.wordpress.com/wp-content/uploads/2023/04/ec3-9_lateral-torsional-buckling-according-to-din-en-1993-1-1.jpg?w=647)
order now only from $ 0.99 USD
- Connections made with pins EN 1993-1-8 2005 3.13 (1.99$)
- Simplified method for design resistance of fillet weld EN 1993-1-8 2005 4.5.3.3 (0.99$)
- Design resistance for individual fasteners subjected to shear and/or tension EN 1993-1-8 2005 3.6 (1.99$)
- Equivalent T-stub in tension EN 1993-1-8 2005 6.2.4 (1.99$)
- Equivalent T-stub in compression EN 1993-1-8 2005 6.2.5 (1.99$)
- Internal stresses of unstiffened rectangular plates from small deflection theory EN 1993-1-7: 2007 Annex B (1.99$)
- Internal stresses of unstiffened rectangular plates from large deflection theory EN 1993-1-7: 2007 Annex C (1.99$)
- Resistance to shear EN 1993-1-5: 2006 5 (1.99$)
- Resistance to transverse forces EN 1993-1-5: 2006 6 (1.99$)
- Section resistance, flexural buckling and lateral torsional buckling for I-profiles according to DIN EN 1993-1-1 (19.99$)
Offer full package of Steel structures design calculation spreadsheet (Eurocode 3) with only 33.99$ https://sites.google.com/view/ecapplied/steel-structure
Payment method
Pay Pal me: paypal.me/ecapplied
or/and contact us: ecapplied@gmail.com
Transfer description: ecapplied_pay_for_apps_[name_of_spreadsheet_you’re_interested]
Example: ecapplied_pay_for_apps_joints cantilever (half joints)
Package of Steel Structures design calculation spreadsheet (Eurocode 3) | 33.99$ |
Package of Steel Connection design calculation spreadsheet (Eurocode 3) | 39.99$ |
Package of Steel Structures + Steel Connection (Eurocode 3) | 71.99$ |
Package of Concrete Structures design calculation spreadsheet (Eurocode 2) | 41.99$ |
Package of Steel Structures (Eurocode 3) + Concrete Structure (Eurocode 2) | 73.99$ |
Package of Fire design calculation spreadsheet (Eurocode 3 + 4) | 30.99$ |
Package of Steel Structures & Connection + Fire design (Eurocode 3 + 4) | 99.99$ |
Package of Steel (Eurocode 3) + Concrete (Eurocode 2) + Fire design (Eurocode 3 + 4) | 99.99$ |
FULL Package of Steel + Connection (Eurocode 3) & Concrete + Fire design (Eurocode 2, 3 & 4) | 129.99$ |
Or refer to each individual spreadsheet based on the values provided on the website: ecapplied.wordpress.com |
contact us: ecapplied@gmail.com
Send Us a Message
Copyright Design calculation Spreadsheets for Steel (Eurocode 3), Concrete structures (Eurocode 2) and Fire Design (Eurocode 3 – Eurocode 4) – All rights reserved.
![](https://ecapplied.wordpress.com/wp-content/uploads/2024/03/20240329_decal-ecapplied-site.png?w=1024)