Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

Register Log in
  • Congratulations SSS148 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: *

  1. Cary Yue

    How to use AISC Table 3-6? Why the unit is Kips for Uniform Load?

    Thank you all, I got it！
  2. Cary Yue

    How to use AISC Table 3-6? Why the unit is Kips for Uniform Load?

    Hi, I am paparing for the exam. How to use AISC Table 3-6? Why the unit is Kips for Uniform Load? If I known the beam span and size, can I use table 3-6 to know the Maximum uniform live can resist by the beam? Thanks,

Part and Inventory Search

Back
Top Bottom