X for the stressed element below, find the values & sketch the orientations Flex (ea-19 x ono 08 * mar shears (yen f rel
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X for the stressed element below, find the values & sketch the orientations Flex (ea-19 x ono 08 * mar shears (yen f rel
X for the stressed element below, find the values & sketch the orientations Flex (ea-19 x ono 08 * mar shears (yen f relalive angle at which it occua * Principle normal stresses of the relative angle at which to they occov. SA 208.000.00 c. The stresses al so rotation from the initial element orientation ColX8H using both transformation equations & Mohr's civek ปี 0 ↑ Ty = 40 mpa 8 287 6x - 3ompa G = 30 mpa 닉 Vłxy=50 I 7Tya = 50 081 x 081 6 = o io by pompa 128.01 Q togloo nowag
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