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Filtering by: Advisor McClellan, Thomas J. Subject Strains and stresses

Experimental studies of Vierendeel beam analysis

Creator:

Russell, William Clyde

Abstract:

Fabricated steel beam specimens with rectangular holes cut in the webs were subjected to load tests to analyze the behavior of the modified section. Beam-depth to hole-depth ratio was in all cases 2.0; however, ratio of hole length to hole height varied from 2.0 to 3.0. The primary instrumentation of...

Resource Type:

Masters Thesis

Full Text:

Thomas J. McClellan and Dr. Harold I. Laursen. Joseph Grant, graduate student, contributed immensely
Investigation of a two-bay folded plate structure

Creator:

Yu, John Bosco Chulsoo

Resource Type:

Masters Thesis

Full Text:

gratitude to Thomas J. McClellan, Professor of Civil Engineering, for the original idea of this thesis
Web buckling failure of built-up girders with rectangular holes

Creator:

Cato, Stuart Leslie

Abstract:

This thesis investigated the methods of failure in the webs of built up girders. The beams had rectangular holes five and one-half inches wide and seven and one-half inches high with rounded corners in a web fourteen inches deep between flanges. The longitudinal position of the hole edge varied from...

Resource Type:

Masters Thesis

Full Text:

Figure 10. Total load for beam vs, strain 4. .0 j 48 Total 136 Load in Kips 124 12 0 0