Navigation
 Simple Stresses
 Strain
 Torsion
 Shear and Moment in Beams
 Stresses in Beams

Beam Deflections
 Double Integration Method  Beam Deflections
 Moment Diagram by Parts

AreaMoment Method  Beam Deflections
 Deflection of Cantilever Beams  AreaMoment Method

Deflections in Simply Supported Beams  AreaMoment Method
 Solution to Problem 653  Deflections in Simply Supported Beams
 Solution to Problem 654  Deflections in Simply Supported Beams
 Solution to Problem 655  Deflections in Simply Supported Beams
 Solution to Problem 656  Deflections in Simply Supported Beams
 Solution to Problem 657  Deflections in Simply Supported Beams
 Solution to Problem 658  Deflections in Simply Supported Beams
 Solution to Problem 659  Deflections in Simply Supported Beams
 Solution to Problem 660  Deflections in Simply Supported Beams
 Solution to Problem 661  Deflections in Simply Supported Beams
 Solution to Problem 662  Deflections in Simply Supported Beams
 Solution to Problem 663  Deflections in Simply Supported Beams
 Solution to Problem 664  Deflections in Simply Supported Beams
 Solution to Problem 665  Deflections in Simply Supported Beams
 Solution to Problem 666  Deflections in Simply Supported Beams
 Solution to Problem 667  Deflections in Simply Supported Beams
 Solution to Problem 668  Deflections in Simply Supported Beams
 Solution to Problem 669  Deflections in Simply Supported Beams
 Solution to Problem 670  Deflections in Simply Supported Beams
 Midspan Deflection  Deflections in Simply Supported Beams
 Method of Superposition  Beam Deflection
 Conjugate Beam Method  Beam Deflection
 Strain Energy Method (Castigliano’s Theorem)  Beam Deflection
 Restrained Beams
 Continuous Beams
 Combined Stresses
 Reinforced Beams
 Properties of Wide Flange Sections
Recent comments
 400000=120[14π(D2−10000)]
(…2 weeks 5 days ago  Use integration by parts for…1 month 2 weeks ago
 need answer1 month 2 weeks ago
 Yes you are absolutely right…1 month 2 weeks ago
 I think what is ask is the…1 month 2 weeks ago
 $\cos \theta = \dfrac{2}{…1 month 3 weeks ago
 Why did you use (1/SQ root 5…1 month 3 weeks ago
 How did you get the 300 000pi1 month 3 weeks ago
 It is not necessary to…1 month 3 weeks ago
 Draw a horizontal time line…1 month 3 weeks ago