Solution to Problem 674 | Midspan Deflection
Problem 674
Find the deflection midway between the supports for the overhanging beam shown in Fig. P-674.
![Overhang beam with point load at the free end](http://www.mathalino.com/sites/default/files/images/674-right-hand-overhang-beam.jpg)
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Problem 674
Find the deflection midway between the supports for the overhanging beam shown in Fig. P-674.
Problem 670
Determine the value of EIδ at the left end of the overhanging beam shown in Fig. P-670.
Problem 669
Compute the value of EIδ midway between the supports of the beam shown in Fig. P-669.
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?
Problem 666
Determine the value of EIδ at the right end of the overhanging beam shown in Fig. P-666.
Problem 632
For the beam loaded as shown in Fig. P-632, compute the value of (AreaAB) barred(X)A. From this result, is the tangent drawn to the elastic curve at B directed up or down to the right? (Hint: Refer to the deviation equations and rules of sign.)
Problem 631
Determine the value of the couple M for the beam loaded as shown in Fig. P-631 so that the moment of area about A of the M diagram between A and B will be zero. What is the physical significance of this result?
Problem 630
For the beam loaded as shown in Fig. P-630, compute the value of (AreaAB)barred(X)A . From the result determine whether the tangent drawn to the elastic curve at B slopes up or down to the right. (Hint: Refer to the deviation equations and rules of sign.)