Problem 656 | Beam Deflection by Conjugate Beam Method
Problem 656
Find the value of EIδ at the point of application of the 200 N·m couple in Fig. P-656.
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Solution to Problem 694-695 | Beam Deflection by Method of Superposition
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 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.
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.
Solution to Problem 658 | Deflections in Simply Supported Beams
Problem 658
For the beam shown in Fig. P-658, find the value of EIδ at the point of application of the couple.
Solution to Problem 656 | Deflections in Simply Supported Beams
Problem 656
Find the value of EIδ at the point of application of the 200 N·m couple in Fig. P-656.