PROBLEM 7:5 Find the shear stresses in the spar webs and skin of the section shown in the figure given. Shear 15,000 lb. Torsion about front spar = 600,000 in. lb. Q of rear spar flange = 3 in ³ I of total section = 300 in 15 .072 40 .040 A = 520 IN ² .045 .040 10
PROBLEM 7:5 Find the shear stresses in the spar webs and skin of the section shown in the figure given. Shear 15,000 lb. Torsion about front spar = 600,000 in. lb. Q of rear spar flange = 3 in ³ I of total section = 300 in 15 .072 40 .040 A = 520 IN ² .045 .040 10
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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