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The guy doing my steel tank frame said that with only 3" steel tubing on the corners, the max deflection in the center based on 3000 lbs would be .3" but it seems that would only occur if the 3000 lbs were on that center point when in fact it's distributed to the 4 corners. Is that acceptable? There would only be vertical supports on each corner.
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Brandon
"Your opinion is appreciated. Unless it's stupid" -Me
Current Tank Info: "Nano" 300 peninsula reef in progress
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