I'm currently working on my thesis and I'm stuck on a question. I'm designing activity stations for disabled children to be used for equine therapy.
The stand is 9ft tall and I've calculated the the wind load at 0.94lbs, now I need to calculate the mass required to stop the station falling over (the concrete base is not a foundation sunk in the ground - it needs to remain portable)
The frontal area of the stand is evenly spread. Any help would be appreciated.
Answer
Assuming a square base of width w with mass M, and a horizontal wind load Fw at a height h, then the condition for static equilibrium is
∑τ=0
Since if the sign tips, it would rotate around the edge of the base, that's a convenient axis about which to compute the torques: −Fwh2+Mgw2=0
Solving for M...
M=Fwhgw
Plugging in your numbers (0.94 lbs-force = 4.18 N, 9 ft = 2.7 meters),
M=11.29 Nm9.81 m/s2 w
If you prefer lbs and feet,
M=8.32 lbs ftw
For example, if your square base has a width of 3 feet, then you need a minimum of M=2.77 lbs
Note 1: This analysis assumes the mass of the sign itself is negligible compared to the base. This is a conservative assumption, since extra mass on the sign will make it more stable for initial tipping.
Note 2: I'm very skeptical that a sign of any significant size would only experience a wind load of 0.94 lbs in any significant wind. I would double-check that figure.
EDIT: I revised my answer now that the OP made it clear that the sign is a rectangle that extends from the ground up to 9 feet.
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