maximum allowable beam-column kl/r
maximum allowable beam-column kl/r
(OP)
If you have chevron brace beams with bending & axial load, would you limit maximum beam-column kl/r to 200 or greater than 200 using equation E2-2?
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maximum allowable beam-column kl/r
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maximum allowable beam-column kl/rmaximum allowable beam-column kl/r(OP)
If you have chevron brace beams with bending & axial load, would you limit maximum beam-column kl/r to 200 or greater than 200 using equation E2-2?
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RE: maximum allowable beam-column kl/r
The vertical support at middle doesn't change the lateral unsupported length of the beam.
RE: maximum allowable beam-column kl/r