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!

Recent content by Mrmike

  1. Mrmike

    Flag Pole

    Wind load on flag (per ANSI/NAAMM FP1001-90): W=0.0014*((1.3*V)^2)*(A^0.5)*Ch where V - wind speed on mph A - area of flag in sq.ft. Ch - Coeffidient oh height for wind: H Ch >14 0.8 29 1.0 49 1.1 99 1.25 149 1.4 199 1.5 299 1.6
See more

Part and Inventory Search

Back
Top Bottom