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Errors while designing a column (aci SP17)
Hello all, I have a question, I want to solve this problem using the same procedure as SP17 but once I'm done and want to verify my answer and find the column axial load capacity it comes out as inadequate. I'm aware if i dont multiply by 0.65 and 0.8 and rather use phi = 0.7 it comes at at the...- Eng.007
- Thread
- Replies: 2
- Forum: Civil/Environmental engineering general discussion
