Does anyone know of any codes or standards for use in determining the wind loads on a flag pole? I would imagine the flag would contribute to a fair bit of drag and increase the moment on the pole.
National Association of Architectural Metal Manufacturers -
NAAMM - Metal Flagpole Manual plus Guide Spec. for Design Loads on Metal Flag Poles should give you all the information you need.
For ordering, their fax no. is 312/580-0165
tel.no. is 312/456-5590
Australian Standard AS 1170.2:2002 Structural design actions: Wind actions, Appendix F, has a treatment for calculating the aerodynamic shape factor for free flags, which includes the dynamic effects from flutter.
C = 0.05 + [0.7 * m/(p*c) * (A/c^2)^-1.25]
Where:
- m is the unit mass of the flag (kg/m^2)
- q is the density of air (nominally 1.2 kg/m^3)
- c is the height of the flag (m) {Note this is not height above ground of flag but actual height of flag}
- A is the area of flag perpendicular to wind direction (m^2)
Analyze this! I bought a flagpole for MIL for Christmas. They said put 10% of the length in the ground in a hole the same dimension in width and fill with concrete (cuz that's what the directions say). I bought a 20 foot pole with a 3'x5' flag, so I'm using a 2'diameter by 2' deep hole with concrete. Is that scientific enough!!
(since it's on a windy hill, I think I'll add another foot of depth with some reinforcing. also lining the inside of the pole with driveway sealer and filling with concrete and a bar! very thin aluminum pipe for $100)
PS: BTW, for light poles, the rule of thumb is 20% of pole height in the ground and is usually conservative (no rule of thumb on diameter though)