| Author(s): |
Richard M. Drake
Sharon J. Elkin |
|---|---|
| Medium: | journal article |
| Language(s): | English |
| Published in: | Engineering Journal, March 1999, n. 1, v. 36 |
| Page(s): | 29-38 |
| DOI: | 10.62913/engj.v36i1.714 |
| Abstract: |
It is common design practice to design a building or structure beam-column with a moment-resisting or fixed base. Therefore the base plate and anchor rods must be capable of transferring shear loads, axial loads, and bending moments to the supporting foundation. Typically, these beam-column base plates have been designed and/or analyzed by using service loads or by approximating the stress relationship assuming the compression bearing location.The authors present another approach, using factored loads directly in a method consistent with the equations of static equilibrium and the LRFD Specification. The moment-resisting base plate must have design strengths in excess of the required strengths, flexural (MM), axial (Pu), and shear (Vu) for all load combinations. |
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10782793 - Published on:
17/05/2024 - Last updated on:
17/05/2024
