The continuous beam in Figure P-871 is supported at its left end by a spring whose constant is 300 lb/in. For the beam, E = 1.5 × 106 psi and I = 115.2 in.4. Compute the load on the spring and its deflection.
For the beam in Figure P-867, compute the value of P that will cause a zero deflection under P.
Determine the value of EIδ at the end of the overhang and midway between the supports for the beam shown in Fig. P-860.
Determine the moment over the supports for the beam loaded as shown in Fig. P-850.
Determine the support moments and reactions for the beam shown in Fig. P-848.
Compute the moments over the supports and sketch the shear diagram for the continuous beam shown in Fig. P-847.