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Thanks Balsa Man. I have been reading the posts and gathered that 1.5 gr / 36" stick would be good enough to hold 15 kgs (with X braces). Since the wood I have is high density 3/4 strength of 1/8" would work for me I guess. Understand that BS will depend on how I brace the columns as well....

Is 1/8 x 1/8 the smallest size that can be used for legs for a div B tower ? I made a tower with 2.6 gms 36 inch sticks for legs and it's too heavy. If I sand down the legs to a 3/32 x 3/32 cross section, will that hurt the buckling strength of the legs ?

Lets have a topic on SUCCESSFUL DESIGNS, DESIGN RELATED ISSUES, and all things design related. Hi im from Division B in California, with my tower design were averaging 3,800 efficiency, i can email you my design if you would like. CORRECTION i said 3800 but meant 2800 sorry for the confusion. 2800 ...