Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

  • Congratulations waross on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Search results for query: *

  • Users: kam22
  • Content: Threads
  • Order by date
  1. kam22

    Ordinary Cantilevered Column System Max 15% Axial

    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...
  2. kam22

    Post Load on Slab On Grade

    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...

Part and Inventory Search