Scot Nommensen's Big Beam' Shear Failure
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nice scott...did you use a phi of 0.9 or 1.5!>?!?!
rock49cents 4 years ago
es solo un puto ensayo estupidos jajaja
marianojgm86 4 years ago
Is this a ferro-cement beam?
What application(s) do you have in mind?
mkspence 4 years ago
horrible design
dfst7 5 years ago