Triangular Load

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 849
Find the moments over the support for the beam shown in Fig. P-849.
 

Problem 847
Compute the moments over the supports and sketch the shear diagram for the continuous beam shown in Fig. P-847.
 

Problem 846
Sketch the shear diagram for the continuous beam shown in Fig. P-846.
 

Problem 844
In the propped beam shown in Fig. P-844, determine the prop reaction.
 

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
For the propped beam shown in Fig. P-842, determine the wall moment and the reaction at the prop support.
 

Problem 841
Determine the wall moment and prop reaction for the beam shown in Fig. P-841.
 

Problem 833
Refer to Problem 825 for which M₂ = -980 lb·ft and M₃ = -1082 lb·ft.