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For the beam shown, draw the reactions at supports A and B in the positive direction, and also draw the shear and bending mom

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The beam shown Shear force & Bending sol Moment diagrans drawn 140 loft 200 lb TI TY 20 lb-ff 20 JI HA Cubift K -74 * lift kuVÀ=364.29 eb; b = 815. Hlb; HAFO. Mobler 20006 80 lbft 2 -aft Auft & uff y=815.a X=364.9eb from Right to left section Cosasy)

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