Problem 868 | Deflection by Three-Moment Equation 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 | Deflection by Three-Moment Equation Problem 867 For the beam in Figure P-867, compute the value of P that will cause a zero deflection under P.

Problem 849 | Continuous Beams with Fixed Ends Problem 849 Find the moments over the support for the beam shown in Fig. P-849.

Problem 847 | Continuous Beams with Fixed Ends Problem 847 Compute the moments over the supports and sketch the shear diagram for the continuous beam shown in Fig. P-847.

Problem 846 | Continuous Beams with Fixed Ends Problem 846 Sketch the shear diagram for the continuous beam shown in Fig. P-846.

Problem 844 | Continuous Beams with Fixed Ends Problem 844 In the propped beam shown in Fig. P-844, determine the prop reaction.

Problem 843 | Continuous Beams with Fixed Ends Problem 843 Use the three-moment equation to determine the wall moment and solve for the prop reaction for the beam in Fig. P-843.

Problem 842 | Continuous Beams with Fixed Ends Problem 842 For the propped beam shown in Fig. P-842, determine the wall moment and the reaction at the prop support.

Problem 841 | Continuous Beams with Fixed Ends Problem 841 Determine the wall moment and prop reaction for the beam shown in Fig. P-841.

Problem 833 | Reactions of Continuous Beams Problem 833 Refer to Problem 825 for which M_{2} = -980 lb·ft and M_{3} = -1082 lb·ft.