Home project help please - max wind speed to tip over object

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Discussion Overview

The discussion revolves around determining the necessary weight and material for posts supporting a vertical privacy shade in a backyard, specifically to prevent tipping in winds of 25 mph. Participants explore various factors affecting stability, including wind force calculations, material choices, and structural design considerations.

Discussion Character

  • Exploratory
  • Technical explanation
  • Debate/contested
  • Conceptual clarification

Main Points Raised

  • One participant calculates that the wind will exert 1.6 lbs of force per square foot at 25 mph, while another suggests it is actually 2.5 lbs, indicating a need to verify these figures.
  • Concerns are raised about wind gusts being approximately 30% stronger than average wind speeds, which could affect stability.
  • Participants discuss the concept of counteracting torques, emphasizing the need to consider the torque produced by wind and how it interacts with the weight of the posts.
  • There is a suggestion to use a rigid beam to connect the two posts to prevent them from being pulled inward by wind tension on the fabric.
  • Alternative material options are proposed, such as a mesh that allows wind to pass through while still providing privacy, or a design similar to Venetian blinds for better wind transparency.
  • Some participants suggest using concrete footings or staking the posts for added stability, with discussions on the practicality of temporary solutions.
  • Questions arise about the appropriate height at which to calculate wind force and the implications of the height of the shade on tipping risk.

Areas of Agreement / Disagreement

Participants express differing views on the calculations of wind force and the best structural solutions, indicating that multiple competing perspectives remain unresolved.

Contextual Notes

There are uncertainties regarding the exact wind force calculations, the effectiveness of proposed materials, and the structural integrity of the design under varying wind conditions. The discussion also highlights the need for safety factors and considerations of wind direction.

Who May Find This Useful

Individuals interested in DIY projects related to outdoor structures, engineering students, or those seeking to understand the effects of wind on temporary installations may find this discussion relevant.

johndalessandro
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Hi guys, thanks for helping me! I am working on a home project that includes a privacy shade for my backyard. I have a 6'x15' vertical shade attached to two portable posts that are held up right by four legs ("X" shaped footprint). the surface footprint of the legs covers an area of 46"x70". I am trying to figure out how heavy my two posts have to be to keep my vertical shade from tipping over in the wind at 25mph. This will determine what kind of material I use for the post (probably steel) and if needed how heavy of a sand bag I would need to add. I calculated that at 25mph the shade will experience 1.6lb of force per sqft (not sure if this helps, not an engineer or student).
 

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The force that I have for 1 sqft at 25mph is 2.5 lbs so yo might want to check your number to start.

Next you might want to consider gust which are about 30% larger than the average wind speed.

Your problem is basically one of counteracting torques. In this case the tendency of the screen to rotate about the ends of your "footprint" due to the torque produced by the wind. Torque is a twisting force defined as applied force (in this case the wind hitting the screen) Fw times the perpendicular distance of the line of action L from the pivot point P (in this case the end of the footprint". This torque must be counteracted by the weight of the footprint, W time the perpendicular distance of the line of action l from the pivot point P.

tipping wind screen.png


Now there is another problem since the feet are not connected by a ridged structure. If the wind force is not dead center on the screen the load on the footprints will not be equal. Also, the net wind force is probably not exactly 3 feet above the ground. So, you must include a safety factor. How much? That is just a guess. Perhaps one of our engineers can suggest one. Also, you need to expect in any situation of deployment that the wind might come from either direction so the positioning of the weigh should take this into consideration.
 
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johndalessandro said:
im working on a home project that includes a privacy shade for my backyard.
Have you thought about material options that let some of the wind through but still provide adequate privacy? Perhaps a slightly open dark mesh material?

Or even better would be to use a material or assembly almost like Venician Blinds, where the angled pieces overlap enough that you can't see through them, but they are much more transparent to wind...

1642285782477.png
 
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In retrospect I think you need a rigid beam connecting the two mounting posts as the wind will create a tension in the fabric that will tend to pull the supports inward toward one another seemingly fairly easily.
 
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gleem said:
The force that I have for 1 sqft at 25mph is 2.5 lbs so yo might want to check your number to start.

Next you might want to consider gust which are about 30% larger than the average wind speed.

Your problem is basically one of counteracting torques. In this case the tendency of the screen to rotate about the ends of your "footprint" due to the torque produced by the wind. Torque is a twisting force defined as applied force (in this case the wind hitting the screen) Fw times the perpendicular distance of the line of action L from the pivot point P (in this case the end of the footprint". This torque must be counteracted by the weight of the footprint, W time the perpendicular distance of the line of action l from the pivot point P.

View attachment 295523

Now there is another problem since the feet are not connected by a ridged structure. If the wind force is not dead center on the screen the load on the footprints will not be equal. Also, the net wind force is probably not exactly 3 feet above the ground. So, you must include a safety factor. How much? That is just a guess. Perhaps one of our engineers can suggest one. Also, you need to expect in any situation of deployment that the wind might come from either direction so the positioning of the weigh should take this into consideration.
Thanks so much for your insight, so the way I am thinking is, anything under 3ft won't make it tip but any force above 3ft would.. in that case would it acceptable to calculate Fw at 5 ft? when I do the math I divide the max wind force to the total sqft of the shade or total sqft of the shade above 3ft? Also, wouldn't "I" be from the center/post to the edge of the footprint. If this is the case half of 70 or 35in?
 
berkeman said:
Have you thought about material options that let some of the wind through but still provide adequate privacy? Perhaps a slightly open dark mesh material?

Or even better would be to use a material or assembly almost like Venician Blinds, where the angled pieces overlap enough that you can't see through them, but they are much more transparent to wind...

View attachment 295524
I thought about that but I wanted to keep the build simple, something I can easily roll up and stow in the shed when I don't want it up.
 
You could also think about staking or perhaps better) planting the posts with concrete footings.
 
Or better yet concrete footings with receptacles to temporarily receive the supporting poles. This might even reduce the need of a cross beam between the poles, but you might still want a quick release for the canvas if the wind becomes too strong. Additionally, you could also make "U" shaped cuts in the canvas to relieve some of the wind pressure.
 

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