"A procedure for analysis of three-segment symmetrical balcony beams unsymmetrically loaded was derived whereby the normally complicated energy solution is eliminated. A moment distribution technique is used in the solution of the first and second phases of the problem. Tables are given to aid in determining the proper distribution factors. Due to the complexity of the third phase, a table of solutions is given for varying values of length, geometry, etc.. An example problem is also given demonstrating the use of interpolation within the tables"--Abstract, page ii.
Andrews, William A., 1922-2009
Davis, Robert L.
Best, John, 1925-2015
Remington, Charles R., 1924-2013
Civil, Architectural and Environmental Engineering
M.S. in Civil Engineering
University of Missouri at Rolla
ix, 109 pages
© 1966 Ronald A. Hansen, All rights reserved.
Thesis - Open Access
Library of Congress Subject Headings
Structural analysis (Engineering) -- Mathematical models
Structural engineering -- Mathematical models
Load factor design
Print OCLC #
Electronic OCLC #
Link to Catalog Recordhttp://laurel.lso.missouri.edu/record=b1068410~S5
Hansen, Ronald A., "A procedure for analysis of three-segment symmetrical balcony beams" (1966). Masters Theses. 2963.