Biaxial Bending Concrete Beam[Subject Prev][Subject Next][Thread Prev][Thread Next]
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- Subject: Biaxial Bending Concrete Beam
- From: "Chris Towne" <ctowne(--nospam--at)chaptech.com>
- Date: Wed, 13 Jun 2001 14:22:56 -0400
I am checking a biaxial bending concrete beam for meeting shear requirements. The beam is rectangular and has shear forces in both the x and y directions. If I find the resultant of the shear, I don't know what to use for d or b (especially d for min. stirrup spacing). Another option would be to assume that Vux/phiVnx + Vuy/phiVny <= 1.0. I think that the latter option might be too conservative. Any help with a code reference or advice would be appreciated.
Chris Towne, P.E.
St. Albans, WV
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