Solution to Problem 647 | Deflection of Cantilever Beams
Problem 647
Find the maximum value of EIδ for the beam shown in Fig. P-647.
January 2010
Solution to Problem 646 | Deflection of Cantilever Beams
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.
Solution to Problem 645 | Deflection of Cantilever Beams
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.
Solution to Problem 644 | Deflection of Cantilever Beams
Problem 644
Determine the maximum deflection for the beam loaded as shown in Fig. P-644.
Solution to Problem 643 | Deflection of Cantilever Beams
Problem 643
Find the maximum value of EIδ for the cantilever beam shown in Fig. P-643.
Solution to Problem 642 | Deflection of Cantilever Beams
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.
