Solution to Problem 677 | Midspan Deflection
Problem 677
Determine the midspan deflection of the beam loaded as shown in Fig. P-677.
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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](http://www.mathalino.com/sites/default/files/images/670-overhang-beam-moment-triangle-loads.jpg)
Solution to Problem 669 | Deflections in Simply Supported Beams
Problem 669
Compute the value of EIδ midway between the supports of the beam shown in Fig. P-669.
![Overhang beam with uniform loads between supports and at the overhang](http://www.mathalino.com/sites/default/files/images/669-overhang-beam-uniform-load.jpg)
Solution to Problem 668 | Deflections in Simply Supported Beams
Problem 668
For the beam shown in Fig. P-668, compute the value of P that will cause the tangent to the elastic curve over support R2 to be horizontal. What will then be the value of EIδ under the 100-lb load?
![Overhang beam with point load between supports and at the free end](http://www.mathalino.com/sites/default/files/images/668-overhang-beam-point-loads.jpg)
Solution to Problem 665 | Deflections in Simply Supported Beams
Problem 665
Replace the concentrated load in Prob. 664 by a uniformly distributed load of intensity wo acting over the middle half of the beam. Find the maximum deflection.
Solution to Problem 664 | Deflections in Simply Supported Beams
Problem 664
The middle half of the beam shown in Fig. P-664 has a moment of inertia 1.5 times that of the rest of the beam. Find the midspan deflection. (Hint: Convert the M diagram into an M/EI diagram.)
![Simple beam with different moment of inertia over the span](http://www.mathalino.com/sites/default/files/images/664-665-simple-beam-with-different-inertia.jpg)
Solution to Problem 663 | Deflections in Simply Supported Beams
Problem 663
Determine the maximum deflection of the beam carrying a uniformly distributed load over the middle portion, as shown in Fig. P-663. Check your answer by letting 2b = L.
![Uniform Load Over Middle Part of Simple Beam](http://www.mathalino.com/sites/default/files/images/663-simple-beam-with-uniform-load-over-the-center.jpg)
Solution to Problem 662 | Deflections in Simply Supported Beams
Problem 662
Determine the maximum deflection of the beam shown in Fig. P-662. Check your result by letting a = L/2 and comparing with case 8 in Table 6-2. Also, use your result to check the answer to Prob. 653.
![Simple beam with symmetrically placed uniform load](http://www.mathalino.com/sites/default/files/images/662-simple-beam-with-symmetric-uniform-load.jpg)
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.
![Moment load at hinged end of simple beam](http://www.mathalino.com/sites/default/files/images/660-simple-beam-with-moment-load-at-one-end.jpg)