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Pier design
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05-03-2012, 08:11 PM
Marke
(Mark)
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Join Date: Nov 2009
Location: Sydney
Posts: 1,193
I do know its stiffer than pipe in lateral flexion where all your stresses would be , there would be little twisting and it would take a hell of a lot to twist a big I-beam . If your worried just weld a few braces along it to resist the twist
Marke
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