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    Question About Moment Correction Factor, Cm, Lower Limit

    I was working through design problem #16 of Six Minute Solutions and according to their solution they got a Cm value half of what I got because they said that per 2011 code Cm is no longer limited to a lower limit of 0.4. 2011 code does not explicitly list 0.4 as the lower limit unlike earlier...
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    Question about references and taking SE exam in a non-SE state

    I took my PE exam (structural afternoon portion) this Friday and am certain that I passed. Since the material is still fresh in my mind I want to continue on and take SE in April so I had a few questions. I live in a state that does not have separate SE act but you can still take SE exam here...
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