Solution to Problem 648 | Deflection of Cantilever Beams

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

Cantilever beam loaded with uniformly increasing load

 

Solution to Problem 647 | Deflection of Cantilever Beams

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

Triangle load over half end of cantilever beam

 

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.
 

Cantilever beam with triangular load at the middle

 

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.
 

Cantilever beam with uniformly increasing load

 

Solution to Problem 644 | Deflection of Cantilever Beams

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

Uniform load over half end of cantilever beam

 

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.
 

Concentrated load in Cantilever Beam

 

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.
 

Uniform load over the free end of cantilever beam

 

Quadrilateral with one side as diameter of circumscribing circle

Problem PG-010
The quadrilateral ABCD shown in Fig. PG-010 is inscribed in a circle with side AD coinciding with the diameter of the circle. if sides AB, BC, and CD are 8 cm, 10 cm, and 12 cm long, respectively, find the radius of the circumscribing circle.
 

Cyclic quadrilateral inscribed in a circle of unknown radius

 

Solution to Problem 641 | Deflection of Cantilever Beams

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

Unknown point force P and counterclockwise moment in cantilever beam

 

Solution to Problem 640 | Deflection of Cantilever Beams

Problem 640
Compute the value of δ at the concentrated load in Prob. 639. Is the deflection upward downward?
 

Cantilever beam with uniform downward load and concentrated upward load

 

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