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2) Draw the shear and moment diagrams for the beam, showing all critical locations (minima and 2500 lb 500 lb/ft maxima), and

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Soluton LOADING DIA GRAM C. - 6 /t FREE BOPY DIAGRAM Reactnfsre at RBE Reachm force at Zupport B Jeadng Convert Condihon thiSheor force Bendi ng (measured from gupport A) fonchin and moment Equation as a from A to E fare VttRA Sher - Soox linear ) Vfoom Dto B 875-S0o x +500(x-6) - 2500 (X-6)200 (x-9) far pomt put = 12ft 275soox/2 t500(12-6) --2Do d625lb ) 2 875 X12-00X12

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