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Part A Determine the value of a for which the maximum positive moment has the same magnitude as the maximum negative moment.

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Draw free body diagram of the beam. P MA A B L-a B, Apply equilibrium conditions. Consider forces acting along y-direction F,dy Using equation EI = M(x) dx? EI dx =M(x) = 4,4-M (3) dx EXY **** (4) dy EI =M(+5)=B, 32 dx? El dv, B, dx, 2 B -x+ ₂ (5) EFrom Equation (6) At x = 0.12 = 0 B EI vz = 5 x +C3x3 +64 EI(O) = (0) +c,(0)+C. C4 = 0. -dva Apply Continuity Conditions. AtxPa 21. (2 +a– 3aL) La P 20 (2L?-34+) (3L-a) 21 Pa? 2L (3L-a)(L-a) Bending moment (M) L - Pa (2L+a- 3al.) 2L From bending mome

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