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PROBLEM 5.53 w=w0(1-1/2 Determine (a) the equations of the shear and bending-moment curves for the beam and loading shown, (b
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W= W. IRVB RVA Rya - Vulical Reachion at bt. A at pointB RvB - ч upto any cuoss sechion. 2- distance from þoint A = total dowIXL x W So, RA + Re = WL Moment at bt. A MA = 0 RanX xXxw xL %3D RB WL %3D RA - WL 6. 3L - WL RA = 6. RA - WL for Shear fovuW.xt A kwon 2L W. L W.L Wox? Won 6. 2. 2L (-1 +3) WOL Wout Wok 3 - W. 2L v(). -.(* -) Shear foru -Wo 2L for Bending moment:>+ W,LX Wo 6. -W.L? 3. + Wolk 6. Wou Wo X3 Lu 6K 6L + Woln Wox W. LX Wox? i. 2. 2. W.LK _Wo Lk Wox? Wok? 2. 6L 2. (1-3) (woLnFor Max Bending Momont ; Sheaw force So, Wo RL - (A) 느+t 2L (i-) %3D *(- ) 2L Mulhply egy-(4) by 2L (may be solua wing CalcuL# JVi L (1+0.577) |-577L, 0.42L Pulhing in moment Mx = W. w:( taking X = 0.423L (०.५२३)x (6.423) W./ Lxo.42L Mmax WoL? 6.141

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PROBLEM 5.53 w=w0(1-1/2 Determine (a) the equations of the shear and bending-moment curves for the beam...
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