overhanging beam

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 865
For the beam shown in Fig. P-865, compute the value of EIδ at x = 6 ft and at the end of the overhang.
 

Problem 863
For the beam shown in Fig. P-863, determine the value of EIδ midway between the supports and at the left end.
 

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 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.