Method of application of moment distribution to solution of arched bents

This thesis document was issued under the authority of another institution, not NPS. At the time it was written, a copy was added to the NPS Library collection for reasons not now known.  It has been included in the digital archive for its historical value to NPS.  Not believed to be a CIVINS (Civil...

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Bibliographic Details
Main Authors: Hansen, Bernard L., Jones, Richard O.
Language:en_US
Published: Rensselaer Polytechnic Institute 2012
Online Access:http://hdl.handle.net/10945/6493
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Summary:This thesis document was issued under the authority of another institution, not NPS. At the time it was written, a copy was added to the NPS Library collection for reasons not now known.  It has been included in the digital archive for its historical value to NPS.  Not believed to be a CIVINS (Civilian Institutions) title. === A method of applying the principles of mement distribution to parabolic arched bents is presented here-in. The primary object has been to plot influence lines for the fixed-end moments, the horizontal reactions, and the vertical reactions at the ends of fixed-arches of any span length and rise/span ratio. These curves were computed by the conjugate structure method of analysis developed by Joseph S. Kinney, D.C.S.; Associate Professor of Structural Engineering, Rensselaer Polytechnic Institute, Troy, N,Y. The authors claim no originality in regard to the concept of applying moment distribution to al'ches since it was recognized by Hardy Cross when he first presented his method, and is the basis of a similar work presented by Cain for one span length only.