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...
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...