Problem 868
Determine the values of EIδ at midspan and at the ends of the beam loaded as shown in Figure P-868.
Problem 867
For the beam in Figure P-867, compute the value of P that will cause a zero deflection under P.
Problem 860
Determine the value of EIδ at the end of the overhang and midway between the supports for the beam shown in Fig. P-860.
Problem 859
Determine the value of EIδ under P in Fig. P-859. What is the result if P is replaced by a clockwise couple M?
Problem 847
Compute the moments over the supports and sketch the shear diagram for the continuous beam shown in Fig. P-847.
Problem 846
Sketch the shear diagram for the continuous beam shown in Fig. P-846.
Problem 845
Compute the moments over the supports for the beam shown in Fig. P-845 and then draw the shear diagram.
Problem 844
In the propped beam shown in Fig. P-844, determine the prop reaction.
Problem 842
For the propped beam shown in Fig. P-842, determine the wall moment and the reaction at the prop support.
Problem 841
Determine the wall moment and prop reaction for the beam shown in Fig. P-841.
