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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?
Does anyone have some complimentary explanatory info for apportioning wind loading to parapets of buildings to Eurocode,
I find cl 7.4.1 of Eurocode difficult to understand,
Also, when modeling structures I find it difficult to combine wind loading on parapets with the standard 0, 90, 180, 270 wind loading to the overall structure,