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Propped Cantilever Beam AB Has Moment MIM_{\mathrm{I}} Applied at Joint B M2M_{2}

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Propped cantilever beam AB has moment MIM_{\mathrm{I}} applied at joint B. Framework ABC has moment M2M_{2} applied at C. Both structures have con-
Stant flexural rigidity EI. If the ratio of the applied moments M1/M2=3/2M_{1} / M_{2}=3 / 2 the ratio of the reactive moments MA1/MA2M_{A 1} / M_{A 2} at clamped support A is
Approximately: (A) 1
(B) 3/2 3 / 2
(C) 2
(D) 5/2 5 / 2

 Propped cantilever beam AB has moment  M_{\mathrm{I}}  applied at joint B. Framework ABC has moment  M_{2}  applied at C. Both structures have con- Stant flexural rigidity EI. If the ratio of the applied moments  M_{1} / M_{2}=3 / 2  the ratio of the reactive moments  M_{A 1} / M_{A 2}  at clamped support A is Approximately: (A) 1 (B)   3 / 2   (C) 2 (D)   5 / 2


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