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

Restrained Beams

Application of Double Integration and Superposition Methods to Restrained Beams
 Problem 704  Solution of Propped Beam
 Problem 705  Solution of Propped Beam with Increasing Load
 Problem 706  Solution of Propped Beam with Decreasing Load
 Problem 707  Propped Beam with Moment Load
 Problem 708  Two Indentical Cantilever Beams
 Problem 709  Propped Beam with Spring Support
 Problem 710  Two simple beams at 90 degree to each other
 Problem 711  Cantilever beam with free end on top of a simple beam
 Problem 712  Propped beam with initial clearance at the roller support
 Problem 713  Fully restrained beam with symmetrically placed concentrated loads
 Problem 714  Triangular load over the entire span of fully restrained beam
 Problem 715  Distributed loads placed symmetrically over fully restrained beam
 Application of AreaMoment Method to Restrained Beams
 Fixedend moments of fully restrained beam

Application of Double Integration and Superposition Methods to Restrained Beams
 Continuous Beams
 Combined Stresses
 Reinforced Beams
 Properties of Wide Flange Sections
Recent comments
 Hello po! Question lang po…1 week 3 days ago
 400000=120[14π(D2−10000)]
(…1 month 2 weeks ago  Use integration by parts for…2 months 1 week ago
 need answer2 months 1 week ago
 Yes you are absolutely right…2 months 2 weeks ago
 I think what is ask is the…2 months 2 weeks ago
 $\cos \theta = \dfrac{2}{…2 months 2 weeks ago
 Why did you use (1/SQ root 5…2 months 2 weeks ago
 How did you get the 300 000pi2 months 2 weeks ago
 It is not necessary to…2 months 2 weeks ago