Stress Analysis of Beams with Shear Deformation of the Flanges (1937)
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before reaching the ultimate load. •5 6,000 Quantitative information on this subject is scarce. Fortu- nately, as will be shown later, the shear stiffness need not be very accurately known to obtain reasonable accuracy in the stringer stresses. It is clear that the sheet will not only act as a… … Distance from top, percent pression iu addition to the shear, Figure 1.—Comparison between calculated and experimental results for compression test panel. (Data from reference 2.)
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