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Shady Artin
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I'm working on a public area audio system where we need to install our horn speakers on big height as per their installation requirements.
We designed a metal pole as described:
Pole consists of two poles: 1) a 7.5 meters height, 10" diameter, 6mm thickness. 1.5 meters are to be buried underground with concrete base, 2) a 4 meters height, 3" diameter, 5mm thickness. 1.5 meters are common with part1 pole and to be attached to it by two hinges with round metal "belts".
Final product should be of 10 meter height, 1.5 meter of them is underground, so it will be 8.5 meters above ground level.
On the top 2 meters of part2 pole, we should install 8 horn speakers on 4 levels (from top of pole: 50cm, 80cm, 110cm, 140cm) each horn weights around 10 Kg each (total of 80 Kg)
Final pole should withstand wind speed: 3 sec. gust speed, 45 m/s (160 km/h) at 10 m above ground
I need to know, how should I calculate the stresses to make sure that the pole will stand till under winds and also we are thinking about making the lower part 6 meters height instead of 7.5 meters and increase the difference in the upper part to be 5.5 meters instead of 4 meters for financial reasons, will that be acceptable??
Attached our initial design for more details.
Thanks in advance for your usual help
We designed a metal pole as described:
Pole consists of two poles: 1) a 7.5 meters height, 10" diameter, 6mm thickness. 1.5 meters are to be buried underground with concrete base, 2) a 4 meters height, 3" diameter, 5mm thickness. 1.5 meters are common with part1 pole and to be attached to it by two hinges with round metal "belts".
Final product should be of 10 meter height, 1.5 meter of them is underground, so it will be 8.5 meters above ground level.
On the top 2 meters of part2 pole, we should install 8 horn speakers on 4 levels (from top of pole: 50cm, 80cm, 110cm, 140cm) each horn weights around 10 Kg each (total of 80 Kg)
Final pole should withstand wind speed: 3 sec. gust speed, 45 m/s (160 km/h) at 10 m above ground
I need to know, how should I calculate the stresses to make sure that the pole will stand till under winds and also we are thinking about making the lower part 6 meters height instead of 7.5 meters and increase the difference in the upper part to be 5.5 meters instead of 4 meters for financial reasons, will that be acceptable??
Attached our initial design for more details.
Thanks in advance for your usual help
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