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For steel structure to be CE marked we must follow harmonized standard EN1990-1 i.e., we must have FPC system certified by a certification body.
If a manufacture want to declare design characteristics in his DoP, design must be included in FPC system.
Now how design is assessed in FPC audit?
What are the aspects, what does the certification body assess actually in design?
Could any one tell me the interpretation of table B.1 wrt to design?
Trying to build up a store of Civil/Structural Engineering Spreadsheets.
Mainly interested in Eurocode based calculations but will take anything.
Please send anything you have to my email and let me know if you have any requests and if I have them I'll send them back!
(Free/unrestricted spreadsheets only)
Thanks very much!
Is there a provision in Eurocode regarding the spacing of piles on a pile cap?
Because I have check the IStructE EC2 (Concrete) Design Manual and at page 77.
5.10.9 Design of pile caps
The design of pile caps should be carried out in accordance with the following general
(a) The spacing of piles should generally be three times the pile diameter
But I wonder if this requirement or suggestion is in the Eurocode itself?