SteelPE,
Previous report was done last year by an engineering firm before we bought the house. The current report is from a foundation company.
msquared48,
Current piers are cable lock from Olshan. Our foundation is a post tension concrete slab in TX, so there shouldn't be any rot. We...
On a previous report from a different company, we were given this graph that the engineer used to determine the structure was sound. Is there a way to recreate with current data?http://files.engineering.com/getfile.aspx?folder=18527b53-ea80-466a-abd9-79e4449f063a&file=Deflection.png
Hi all,
Recently had foundation measurements taken, but guy didn't calculate deflection or tilt %. With the attached information, could somebody help me calculate the two? If it helps, I know the top left corner of the garage down to the bottom right corner of the house is 88 feet.
Thanks for...
