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 860 | Deflection by Three-Moment Equation 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.

Deflections Determined by Three-Moment Equation 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 | 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 845 | Continuous Beams with Fixed Ends Problem 845 Compute the moments over the supports for the beam shown in Fig. P-845 and then draw the shear diagram.

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

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.