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For the following diagram, draw the shear and bending moment diagrams for the beam without formulating the shear-force and be

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soodblft 20oolb ܐܝܠܝܠܝܠ A capit godt without Jermulation equations SFD 4 BMD diagram Efr=0 fending Reaction at suppo att 4200zuvolb soodblift afst geht linea 5125 eb A B A XED 4375 1.-3625 lb 20 cuire 2 5875 Parabolic ( 20 caure cubic/(30) BMD Maym m

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