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(4) Problem 4: Stress and Strain (8 Points). The rigid bar AD is subjected to a point load at D. There is no strain in ro
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2.7m C 2.5hm 0.5 mP a) as given tat nomal 8traim in of Erf-0.D00 Pepwreak to goodt Rpk A CsLEB Alef - 0.0003 ि् Alcf 00007 X2AB AC AB 2 AheB 2 L89 mm AC-4.5m 4.5 0. 84 mm axial normal 2traim in EB ALEB 0.84 mon LEB 0.o0056 mm imm 1500 m EcB b as giveBoth the part of the questions have been calculated above

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