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 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
 Midspan Deflection  Deflections in Simply Supported Beams

Method of Superposition  Beam Deflection
 Solution to Problem 685  Beam Deflection by Method of Superposition
 Solution to Problem 686  Beam Deflection by Method of Superposition
 Solution to Problem 687  Beam Deflection by Method of Superposition
 Solution to Problem 688  Beam Deflection by Method of Superposition
 Solution to Problem 689  Beam Deflection by Method of Superposition
 Solution to Problem 690  Beam Deflection by Method of Superposition
 Solution to Problem 691  Beam Deflection by Method of Superposition
 Solution to Problem 692  Beam Deflection by Method of Superposition
 Solution to Problem 693  Beam Deflection by Method of Superposition
 Solution to Problem 694695  Beam Deflection by Method of Superposition
 Solution to Problem 696697  Beam Deflection by Method of Superposition
 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)]
(…3 weeks 2 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 3 weeks ago
 I think what is ask is the…1 month 3 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 4 weeks ago