A Summary of Design Formulas for Beams Having Thin Webs in Diagonal Tension (1933)
NASA Technical Reports Server (NTRS) · leaf 4
N.a.C.a. Technical Note Ho.. 469 4 … From the fundamental principles explained in the pre- ceding section, it follows that, if the flanges and struts of the cantilever beam shown in figure 3 are very stiff as regards bending in the plane of the web, application of the load F will cause the web to form folds at an angle a, which is…
NASA Technical Reports Server (NTRS)
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