Stress and distortion analysis of a swept box beam having bulkheads perpendicular to the spars

Richard R. Heldenfels, George W. Zender, Charles Libove
Nov 1950

A method is presented for the approximate calculation of the stresses and distortions in a box beam representing the main structural component of a swept wing with a carry-through section and with bulkheads perpendicular to the spars. The outer and carry-through sections of such a wing can be analyzed by existing methods if some means is provided for analyzing the triangular section which connects them.

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