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I believe the banner grommets itself will not resist the warp/weft and will fail very early. I am pushing to get more data from the manufacture and make the client aware of the current condition.

Thank you everyone for your answers. Here is a clarification of all the asked questions: The banner will be attached to an existing garage structure using outriggers from the garage columns. The top of the banner is at level 60’ above the ground and the bottom is at 20’ above the ground...

The manufacture vinyl mesh data sheet specify a 25% of air will pass through the mesh.

Yes, I can try to go to the manufacture. However, it seems there no engineers that can answer questions regarding the material they are using in this type of industry. I am providing supports along the 120 ft sides. The banner will act as a one way slab in the 40 ft direction. I meant L^2 not...

I am looking for the deflection of the banner under 99 mph wind speed. I will use this deflection to obtain the tension in the banner that will transfer to my structure. The banner is 40 ft x 120 ft. One way span in the 40 ft direction.

Hi I am new to this forum. I am assigned to design a structural support for a mesh vinyl banner with dimensions of 40'x120'. The banner will be one way span in the 40 ft direction. This banner will be located in New Jersey where the wind speed can reach 99 mph. Based on that the banner will...