Stresses in single-spar wing constructions with incompletely built-up ribs

Stresses in single-spar wing constructions with incompletely built-up ribs
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17
By:"F. Reinitzhuber"
"Technology & Engineering"
Published on 1940 by

It is shown that the force distribution resulting from incomplete ribs in single spar wing structures may be determined with the aid of the shear field method by a statistically indeterminate computation.

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It is shown that the force distribution resulting from incomplete ribs in single spar wing structures may be determined with the aid of the shear field method by a statistically indeterminate computation. A numerical computation is given of the force distribution of a wing structure whose two neighboring incomplete ribs with web missing in half the section are torsionally loaded.

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