deflection by three-moment equation

Problem 870
Compute the value of EIδ at the overhanging end of the beam in Figure P-870 if it is known that the wall moment is +1.1 kN·m.
 

Problem 869
Find the value of EIδ at the center of the first span of the continuous beam in Figure P-869 if it is known that M₂ = -980 lb·ft and M₃ = -1082 lb·ft.
 

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 861
For the beam shown in Fig. P-861, determine the value of EIδ at 2 m and 4 m from the left support.
 

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?