Problem 656
Find the value of EIδ at the point of application of the 200 N·m couple in Fig. P-656.
Problem 694
The frame shown in Fig. P-694 is of constant cross section and is perfectly restrained at its lower end. Compute the vertical deflection caused by the couple M.
Problem 693
Determine the value of EIδ at the left end of the overhanging beam in Fig. P-693.
Problem 692
Find the value of EIδ midway between the supports for the beam shown in Fig. P-692. (Hint: Combine Case No. 11 and one half of Case No. 8.)
Problem 680
Determine the midspan value of EIδ for the beam loaded as shown in Fig. P-680.
Problem 676
Determine the midspan deflection of the simply supported beam loaded by the couple shown in Fig. P-676.
Problem 670
Determine the value of EIδ at the left end of the overhanging beam shown in Fig. P-670.
Problem 660
A simply supported beam is loaded by a couple M at its right end, as shown in Fig. P-660. Show that the maximum deflection occurs at x = 0.577L.
Problem 658
For the beam shown in Fig. P-658, find the value of EIδ at the point of application of the couple.
Problem 656
Find the value of EIδ at the point of application of the 200 N·m couple in Fig. P-656.
