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Problem #1: Using the moment distribution method, determine the internal end moments, support reactions and plot the shear an
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Answer #1

Sous 30K 3-5klst V metric Man=-MeBAS - 30X123 =-go kft 242 B X mfBCS-M7CB=-3.5x123_-42 Kft 121 121 12 12 member distdibution(«Я хош) ht 2482 de El แข 95 15.23 quxft | ahl Яhl III, a1S h) •Е-73 а G Я รม 791 25к zero shear force

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