111. For the truss shown in Fig. P-111, calculate the stresses in members CE, DE, and DF. The cross-sectional area of cach member is t.& in.. Indicate tension (T) or compression (C). 1-6 in2 ins. aCE = 9260 psi (T); ODE = 22.2 ksi (T); oDF = 18.5 ksi (C) %3D D 6 ft 8 ft 8 ft E 8 ft 30 kips 36 kips 6 ft

111. For the truss shown in Fig. P-111, calculate the stresses in members CE, DE, and DF. The cross-sectional area of cach member is t.& in.. Indicate tension (T) or compression (C). 1-6 in2 ins. aCE = 9260 psi (T); ODE = 22.2 ksi (T); oDF = 18.5 ksi (C) %3D D 6 ft 8 ft 8 ft E 8 ft 30 kips 36 kips 6 ft

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter1: Tension, Compression, And Shear

Section: Chapter Questions

Problem 1.9.3P: A tie-down on the deck of a sailboat consists of a bent bar boiled at both ends, as shown in the...

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