I wrote down the wrong thing. I actually meant Evans and Duncan charts. They were made using a series of p-y method computer analyses. It looks like they have a wide variability in deflection results, but pretty accurate results with moment tests. The charts are really easy to use though and...
Hi,
I'm trying to model some piers with lateral loads on them. My office does not have L-Pile, but we have Bentley software. Has anyone used STAAD or Elements to model piers with lateral loads?
We are trying to get a good maximum number from our geotech to check the spring reactions...