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For cantilevered column system design axial load is as follows: 1. ASCE 7 Section 12.2.5.2: Cantilever column systems are permitted as indicated in Table 12.2-1 and as follows. The required axial strength of individual cantilever column elements, considering only the load combinations that...

At PhamENG: Thank you, I updated the post. 7500lbf, 15,000lbf back to back in the middle. Once200036: Thanks for the reassurance. It's hard to rely on one source of truth when I dont find much else using it. Based on the article I can put 4 posts in one spot and be okay. Which wildy exceeds any...

Hello, many great threads here for rack post loading on slabs on grade. However, I can't seem to find answers to my specific questions. 1. I have an existing 7in slab that I am evaluating for post load of 7500 lb often time back to back with another equally load post. [indent]1a. Using the...