end deflection

Problem 868
Determine the values of EIδ at midspan and at the ends of the beam loaded as shown in Figure P-868.
 

Problem 688
Determine the midspan value of EIδ at the left end of the beam shown in Fig. P-688.
 

Problem 666
Determine the value of EIδ at the right end of the overhanging beam shown in Fig. P-666.
 

Problem 644
Determine the maximum deflection for the beam loaded as shown in Fig. P-644.
 

Problem 643
Find the maximum value of EIδ for the cantilever beam shown in Fig. P-643.
 

Problem 642
Find the maximum deflection for the cantilever beam loaded as shown in Figure P-642 if the cross section is 50 mm wide by 150 mm high. Use E = 69 GPa.
 

Problem 641
For the cantilever beam shown in Fig. P-641, what will cause zero deflection at A?
 

Problem 639
The downward distributed load and an upward concentrated force act on the cantilever beam in Fig. P-639. Find the amount the free end deflects upward or downward if E = 1.5 × 10⁶ psi and I = 60 in⁴.
 

Problem 638
For the cantilever beam shown in Fig. P-638, determine the value of EIδ at the left end. Is this deflection upward or downward?