Search results for query: *

Hear you, all I can do is make the reccomendation. Sometimes operations rules, in this case they did. My calculations had the depth set almost 1.5' deeper.

I went with a pier foundation with 12" radius and 4' depth, because of the water level being so low in New Iberia.

The Skid is square 2" tubing 1/4" thick. I have designed the skid with (4) 1.125" thick padeyes capable of supporting 13.5 metric tons. I just don't know if they should be attached by full penetration welds, what the best method of attachment should be. The skid should not weigh more than...

I have a skid that I am trying to weld padeyes on, and I am looking for some references to find the proper welding procedure. Any ideas would be helpful.

Thanks to all I have completed the design.

How would I go about getting a free design from Valmont?

This structure will be used to some support a RFID Scanning system which will scan trailers of Well Testing Equipment as it leaves our yard. I have included the proposed design...

What formula would I use to determine the selection of a steel pole that when properly cemented into the ground would with stand 150mph winds?

I am trying to design a simple structure with one vertical pole about 15' high and attached @ a 45degree another 4' member, weighing 600#. What forumlas should I use to calculate: the type of concrete and the dimensions of the support pad? Any help be great!