Beam Deflection

Problem 656
Find the value of EIδ at the point of application of the 200 N·m couple in Fig. P-656.
 

Problem 655
Find the value of EIδ under each concentrated load of the beam shown in Fig. P-655.
 

Problem 654
For the beam in Fig. P-654, find the value of EIδ at 2 ft from R₂. (Hint: Draw the reference tangent to the elastic curve at R₂.)
 

Problem 653
Compute the midspan value of EIδ for the beam shown in Fig. P-653. (Hint: Draw the M diagram by parts, starting from midspan toward the ends. Also take advantage of symmetry to note that the tangent drawn to the elastic curve at midspan is horizontal.)
 

The deflection δ at some point B of a simply supported beam can be obtained by the following steps:
 

Problem 648
For the cantilever beam loaded as shown in Fig. P-648, determine the deflection at a distance x from the support.
 

Problem 647
Find the maximum value of EIδ for the beam shown in Fig. P-647.
 

Problem 646
For the beam shown in Fig. P-646, determine the value of I that will limit the maximum deflection to 0.50 in. Assume that E = 1.5 × 10⁶ psi.
 

Problem 645
Compute the deflection and slope at a section 3 m from the wall for the beam shown in Fig. P-645. Assume that E = 10 GPa and I = 30 × 10⁶ mm⁴.
 

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