The Design of Plywood Webs for Airplane Wing Beams (1931)
NASA Technical Reports Server (NTRS) · leaf 9
eam. It must be remembered in this connection that direction. Second, as tlio beam deflects secondar}^ the test beams extended 59.28 inches beyond the outer support and that a 6-inch block was set in the end of each to take a concentrated load 56.28 inches from the outer support. Table X.—SHEAR… … Insufficient data are available in regard to the stresses Figure 4.—A second method used to apply shearing loads to beam sections. (The dimensions of the test pieces appear in Table VII) at which failure will occur in the glue and the influence of secondary stresses upon such failures. The few the…
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