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25 points For the beam shown below: (i) Determine the reactions RA and RD. (ii) Sketch the (a) shear, and (b) bending moment
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3ooout m= 4500 It ft C - 6ft 3 ft TRD Force balance in the vertical offreation - RAT RD = 3000 lb Moment balance about A Posi= - 1875 at (x) = -(RA) B To Do from 3000 lb RA ula) . 3ft. = -(RA-3000) - (1975-3000) = 1125 lb 1125 Shear Force (16) DeestaFrom D to a 3oooub 95oolb-fa 2 - 3 ft x 6 fit m(x) = -1875 (stre) + 3000 (6 t ) - 4500] -- - 16875-1875 et 18000+3000x - 4500

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