In Fig. P-696, determine the value of P for which the deflection under P will be zero.
Determine the value of EIδ at the left end of the overhanging beam in Fig. P-693.
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.)
The beam shown in Fig. P-689 has a rectangular cross section 4 inches wide by 8 inches deep. Compute the value of P that will limit the midspan deflection to 0.5 inch. Use E = 1.5 × 106 psi.
Determine the midspan value of EIδ at the left end of the beam shown in Fig. P-688.
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