The figure shows a nonprismatic beam ABC with flexural stiffness 2EI from A to B and EI from B to C. Determine the reactions of the beam due to the uniform load of intensity w =10 lb/in, L =100 in, I = 400 in4 and E = 30 x 106/psi. mauca ABC con rigidez a la flexión 2EI desde A has )in, I = 400 in4 y E = 30 x 106/ psi. determine las reacciones de la viga debidas a la carga uniforme de intensidad w = 101 w A B $I_1$=2I L/2 L/2 C puntos) Para la viga continua que se muestra en la figura, determine determine los momentos de ext iga separada. La rigidez a la flexión as
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Given that the flexural stiffness from A to B is 2El and from B to C is El, we can calculate the flexural stiffness of each segment as follows: Flexural stiffness from A to B = 2El = 2 * 30x10^6 psi * 400 in^4 = 24x10^6 lb.in^2 Flexural stiffness from B to C = El Show more…
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