SilverBeam75
Structural
- Mar 3, 2010
- 34
Hi,
I have an aluminium pole section (4x4x0.25) 24ft high with a 12" cantilevar fixture that will hold the lighting. I need to find the maximum EFFECTIVE PROJECTED AREA (EPA). Do I need to find the the maximum EPA versus the strenght of my pole or is it a limitation of displacement of the pole. If the horizontal limitation is L/50 and the vertical is L/100, do I only need to find the EPA not exceeding this displacements ?
It is not clear for me how the design should be done...
Anyone has experience with pole design ?
thank you,
I have an aluminium pole section (4x4x0.25) 24ft high with a 12" cantilevar fixture that will hold the lighting. I need to find the maximum EFFECTIVE PROJECTED AREA (EPA). Do I need to find the the maximum EPA versus the strenght of my pole or is it a limitation of displacement of the pole. If the horizontal limitation is L/50 and the vertical is L/100, do I only need to find the EPA not exceeding this displacements ?
It is not clear for me how the design should be done...
Anyone has experience with pole design ?
thank you,