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Some elementary principles of shell stress analysis with notes on the use of the shear center (1939)

NASA Technical Reports Server (NTRS) · leaf 20

An illustration from Some elementary principles of shell stress analysis with notes on the use of the shear center, 1939, leaf 20
20 N.A.O.A. Technical Hote No. 691 so that b2 ™ - ~2j— A2-^ and finally hs j~d + hxhgAs (19) So = P hj. + hs [w 21 Substituting S2 into the preceding equation givos S3 , and the first equation then yields … figure 12. If a number of stringers with a total cross-sectional area A3 are uniformly distributed along the width of- the cover sheets (fig. 12(b)), the formula for Sn becomes 'a J "a kikaA2 ki (h1 + 2h2)^.3 (19a) S2 = — + —-— + hi +■ ha lw 12 I 21 Since the analysis of a given case consists…

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