Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

Register Log in
  • 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: Trent L
  • Content: Threads
  • Order by date
  1. Trent L

    Steel Plate Design Using AISC Section Modulus

    I am looked through the 14th edition of the AISC steel manual and see that there are two options for rectangle section moduli in Table 17-27. One is moment about the middle neutral axis and is typical but I also see this one, S = bd^2/3, for moment about the edge of a rectangle. What real world...
  2. Trent L

    Wood Column Deflection Check

    I am working in the US with the 2018 NDS and would like to know how what equations are needed to find what the NDS Commentary in 3.5.2 calls long term and short term deflections in wood columns?

Part and Inventory Search

Back
Top Bottom