## 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 853 | Continuous Beams with Fixed Ends

Problem 853
For the continuous beam shown in Fig. P-853, determine the moment over the supports. Also draw the shear diagram and compute the maximum positive bending moment. (Hint: Take advantage of symmetry.) ## Problem 836 | Reactions of Continuous Beams

Problem 836
For the continuous beam loaded as shown in Fig. P-816, determine the length x of the overhang that will cause equal reactions. ## Problem 715 | Distributed loads placed symmetrically over fully restrained beam

Problem 715
Determine the moment and maximum EIδ for the restrained beam shown in Fig. P-715. (Hint: Let the redundants be the shear and moment at the midspan. Also note that the midspan shear is zero.) ## Problem 713 | Fully restrained beam with symmetrically placed concentrated loads

Problem 713
Determine the end moment and midspan value of EIδ for the restrained beam shown in Fig. PB-010. (Hint: Because of symmetry, the end shears are equal and the slope is zero at midspan. Let the redundant be the moment at midspan.) ## Solution to Problem 691 | Beam Deflection by Method of Superposition

Problem 691
Determine the midspan deflection for the beam shown in Fig. P-691. (Hint: Apply Case No. 7 and integrate.) ## Solution to Problem 674 | Midspan Deflection

Problem 674
Find the deflection midway between the supports for the overhanging beam shown in Fig. P-674. ## Solution to Problem 673 | Midspan Deflection

Problem 673
For the beam shown in Fig. P-673, show that the midspan deflection is δ = (Pb/48EI) (3L2 - 4b2). 