Pin-Ended Gabled Framesby J. Chinn,
Serial Information: Journal of the Structural Division, 1957, Vol. 83, Issue 5, Pg. 1-12
Document Type: Journal Paper
Abstract: Method for solving pin-ended, 1 or 2 span, gabled frames by method of consistent deformations; it utilizes moment distribution coefficients but does not require actual distribution of moments; solution does not require two simultaneous equations of moment distribution solution for single span frame, but it requires same number, three, for 2 span frame.
Subject Headings: Moment distribution | Frames | Deformation (mechanics) | Professional societies |
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