moment load

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.

Solution to Problem 693 | Beam Deflection by Method of Superposition

Problem 693
Determine the value of EIδ at the left end of the overhanging beam in Fig. P-693.

Solution to Problem 692 | Beam Deflection by Method of Superposition

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.)

Solution to Problem 680 | Midspan Deflection

Problem 680
Determine the midspan value of EIδ for the beam loaded as shown in Fig. P-680.

Read more about Solution to Problem 680 | Midspan Deflection
Add new comment
17064 reads

Solution to Problem 676 | Midspan Deflection

Problem 676
Determine the midspan deflection of the simply supported beam loaded by the couple shown in Fig. P-676.

Read more about Solution to Problem 676 | Midspan Deflection
Add new comment
19832 reads

Solution to Problem 670 | Deflections in Simply Supported Beams

Problem 670
Determine the value of EIδ at the left end of the overhanging beam shown in Fig. P-670.

Overhang Beam with Triangle and Moment Loads

Solution to Problem 660 | Deflections in Simply Supported Beams

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.