Compute the value of EIδ at the overhanging end of the beam in Figure P-870 if it is known that the wall moment is +1.1 kN·m.
Find the value of EIδ at the center of the first span of the continuous beam in Figure P-869 if it is known that M2 = -980 lb·ft and M3 = -1082 lb·ft.
Determine the values of EIδ at midspan and at the ends of the beam loaded as shown in Figure P-868.
Determine the value of EIδ at the end of the overhang and midway between the supports for the beam shown in Fig. P-860.
Determine the value of EIδ under P in Fig. P-859. What is the result if P is replaced by a clockwise couple M?
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.
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.
Determine the value of EIδ under each concentrated load in Fig. P-686.
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