Determine the values of EIδ at midspan and at the ends of the beam loaded as shown in Figure P-868.
For the beam in Figure P-867, compute the value of P that will cause a zero deflection under P.
Find the moments over the support for the beam shown in Fig. P-849.
Compute the moments over the supports and sketch the shear diagram for the continuous beam shown in Fig. P-847.
Sketch the shear diagram for the continuous beam shown in Fig. P-846.
In the propped beam shown in Fig. P-844, determine the prop reaction.
Use the three-moment equation to determine the wall moment and solve for the prop reaction for the beam in Fig. P-843.
For the propped beam shown in Fig. P-842, determine the wall moment and the reaction at the prop support.
Determine the wall moment and prop reaction for the beam shown in Fig. P-841.
Refer to Problem 825 for which M2 = -980 lb·ft and M3 = -1082 lb·ft.
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