Computer program for the analysis of non-prismatic beams
One of the major problems in the analysis of beams with Moment of Inertia varying along their length, is to find the Fixed End Moments, Stiffness, and Carry-Over Factors. In order to determine Fixed End Moments, it is necessary to consider the non-prismatic member as integrated by a large number of...
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| Format: | Others |
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FIU Digital Commons
1989
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| Online Access: | http://digitalcommons.fiu.edu/etd/1223 http://digitalcommons.fiu.edu/cgi/viewcontent.cgi?article=2389&context=etd |