T-Stake - design questions
Posted: Mon Jun 20, 2011 12:25 pm
Hey guys,
I'm in need of a T-stake for a sculpture I'm working on, but I thought I'd pick your brains. First, I was reading TOMAR and if I remember correctly, it said a good length for at T-stake was 14-15 inches. And of course now I don't have access to my copy of it, but by "14-15" would that be the overall length of the "T" or would each arm be 14-15", thus making the overall stake 28-30"?
Second, it would seem that ideally the stake would be made from one single piece of metal. however, such a method is beyond my means and would be cost prohibitive. My idea was to weld a T-stake using 1.25" x 2" bar stock for the top piece and a 1" square bar stock for the vertical piece. then add 1/4" plate (or thicker if necessary) in the inside corner for support (see attached diagram). Will this design hold up to wear and tear of hammering? The majority of my work is hammering 22 gauge mild sheet steel. At times I am working with 16 gauge, but mostly 22 gauge.
So, is a welded t-stake an acceptable form of construction, or are all proper t-stakes one piece cast stakes? If t-stakes can be made from welded pieces, are the sizes that I'm using large enough? The size of the 1" square vertical piece was based on my intent to use the t-stake in the hardie hole of the anvil since I do not have a stake plate.
Any help would be greatly appreciated!
Martin H.
I'm in need of a T-stake for a sculpture I'm working on, but I thought I'd pick your brains. First, I was reading TOMAR and if I remember correctly, it said a good length for at T-stake was 14-15 inches. And of course now I don't have access to my copy of it, but by "14-15" would that be the overall length of the "T" or would each arm be 14-15", thus making the overall stake 28-30"?
Second, it would seem that ideally the stake would be made from one single piece of metal. however, such a method is beyond my means and would be cost prohibitive. My idea was to weld a T-stake using 1.25" x 2" bar stock for the top piece and a 1" square bar stock for the vertical piece. then add 1/4" plate (or thicker if necessary) in the inside corner for support (see attached diagram). Will this design hold up to wear and tear of hammering? The majority of my work is hammering 22 gauge mild sheet steel. At times I am working with 16 gauge, but mostly 22 gauge.
So, is a welded t-stake an acceptable form of construction, or are all proper t-stakes one piece cast stakes? If t-stakes can be made from welded pieces, are the sizes that I'm using large enough? The size of the 1" square vertical piece was based on my intent to use the t-stake in the hardie hole of the anvil since I do not have a stake plate.
Any help would be greatly appreciated!
Martin H.