Pregunta: The figure shows a nonprismatic beam ABC with flexural stiffness 2El from A to B and El from B to C. Determine the reactions of the beam due to the uniform load of intensity W=10lb/in,L=100in,I= 400 in 4 and E=30×106/psi. ) in, I=400 intermine las reacciones de la viga debidas a rigidez a la flexión 2EI desde A has {[i} in, I=400 in 4 y E=30×106/psi puntos)

The figure shows a nonprismatic beam $ABC$ with flexural stiffness $2El$ from $A$ to $B$ and $El$ from $B$ to $C$. Determine the reactions of the beam due to the uniform load of intensity $W=10\mathrm{lb}/\mathrm{in},L=100\mathrm{in},\mathrm{I}=$ 400 in 4 and $E=30\times 106/psi$. ) in, $I=400$ intermine las reacciones de la viga debidas a rigidez a la flexión $2\mathrm{EI}$ desde $A$ has $\{[\mathrm{i}\}$ in, $I=400$ in 4 y $\mathrm{E}=30\times 106/\mathrm{psi}$ puntos) Para la viga continua que se muestra en la figura, determine determine los monsentos de con-t=.