profplan
Structural
- Oct 16, 2008
- 46
I am designing a pair of vertical aluminum round tubes (pipe columns) 4 ft apart, 23 ft high, and braced (laced) at quarter points using smaller aluminum tubes welded to the vertical. They support an aluminum walkway platform and a mechanical mixer for aeration of wastewater in an oxidation ditch. 8" diameter verticals and 3" diameter bracing satisfy the stresses, 6061-T6. The mechanical mixer weighs less than 1000 lbs.
My questions relate to using the appropriate materials for the application.
1. Should I use "Round Tube" or "Pipe" sections as listed in the Aluminum Association Manual for this structural application.
2. How do I specify the welds for the 3" to 8" tubes. I am familiar with welding of structural steel, is this the same, for aluminum to aluminum. I'll need to weld aluminum base and cap plates also.
3. I have been told by the mixer manufacturer that vibration during operation (20 rpm) is negligible. However, do you think fatigue should be a design criterion?
4. Is aluminum good for this application, or is stainless steel preferable? The design stresses in aluminum are low, less than 10 ksi for non-slender elements.
Thanks.
My questions relate to using the appropriate materials for the application.
1. Should I use "Round Tube" or "Pipe" sections as listed in the Aluminum Association Manual for this structural application.
2. How do I specify the welds for the 3" to 8" tubes. I am familiar with welding of structural steel, is this the same, for aluminum to aluminum. I'll need to weld aluminum base and cap plates also.
3. I have been told by the mixer manufacturer that vibration during operation (20 rpm) is negligible. However, do you think fatigue should be a design criterion?
4. Is aluminum good for this application, or is stainless steel preferable? The design stresses in aluminum are low, less than 10 ksi for non-slender elements.
Thanks.