Double angle section
Double angle section
(OP)
Hello,
I am calculating a double-angle sections for a bracing member in a steel lattice tower. My doubt is when I calculate de distance (a) between connections. Acording the formula in AISC Section E6.2 I have read that the distance is equal to effective length divided by the number of spaces (a=L/nº spaces) but when I see an example I always see this kind of formula a=L*(12)/nº spaces. What is 12? American standard is not common for mi.
I have found the example that I attached.
Thanks
I am calculating a double-angle sections for a bracing member in a steel lattice tower. My doubt is when I calculate de distance (a) between connections. Acording the formula in AISC Section E6.2 I have read that the distance is equal to effective length divided by the number of spaces (a=L/nº spaces) but when I see an example I always see this kind of formula a=L*(12)/nº spaces. What is 12? American standard is not common for mi.
I have found the example that I attached.
Thanks
RE: Double angle section
RE: Double angle section
I am still puzzled by concrete where you take the square root of the compressive strength that is in pounds per square inch and add some factors to get development length. The square root of PSI does not work out for the units.
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RE: Double angle section