I've been trying to design a pile supported mat with thickened grade beams, 48 inches, and slabs, 18 inches, and have run into issues with trying to import loads from STAAD.Pro and exporting the file to excel to define the load combinations and not getting them all imported back in. If I am not doing this correctly please let me know. Attached is a file with the SFA program, excel exported spreadsheet and word document with screen grabs of current version and error messages I have been receiving.
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