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 866
Determine the midspan value of EIδ for the beam shown in Fig. P-866.
 

Problem 864
An 18-ft beam, simply supported at 4 ft from each end, carries a uniformly distributed load of 200 lb/ft over its entire length. Compute the value of EIδ at the middle and at the ends.
 

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 862
Determine the value of EIδ at B for the beam shown in Fig. P-862.
 

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.