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Recent content by Mrmike
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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- Mrmike
- Post #8
- Forum: Structural engineering general discussion
