Return to index: [Subject] [Thread] [Date] [Author]

Frames in Griffel

[Subject Prev][Subject Next][Thread Prev][Thread Next]
I am using formulas in William Griffel's book, Handbook of Formulas for
Stress and Strain, to find the reactions at the base of the vertical legs of
rigid frames.  I have found inconsistencies in the units for the reaction
force, H, normal to the vertical legs of the frames, specifically Cases 11
and 16.  Does anyone know if these equations are correct?


******* ****** ******* ******** ******* ******* ******* ***
*   Read list FAQ at:
*   This email was sent to you via Structural Engineers
*   Association of Southern California (SEAOSC) server. To
*   subscribe (no fee) or UnSubscribe, please go to:
*   Questions to seaint-ad(--nospam--at) Remember, any email you
*   send to the list is public domain and may be re-posted
*   without your permission. Make sure you visit our web
*   site at:
******* ****** ****** ****** ******* ****** ****** ********