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

Application of AreaMoment Method to Restrained Beams
 Problem 704  Propped beam with some uniform load by momentarea method
 Problem 707  Propped beam with moment load at simple support by momentarea method
 Problem 719  Propped beam with concentrated load at midspan by momentarea method
 Problem 720  Propped beam with increasing load by momentarea method
 Problem 721  Propped beam with decreasing load by momentarea method
 Problem 722  Propped beam with moment load on the span by areamoment method
 Problem 723  Propped beam with uniform load over half the span
 Problem 724  Propped beam with partially restrained wall support
 Problem 725  Propped beam with partially restrained wall and settling simple support
 Problem 726  Fully restrained beam with concentrated load at midspan
 Problem 727  Fully restrained beam with uniform load over the entire span
 Problem 728  Isosceles triangular load over the entire span of fully restrained beam
 Problem 729  Uniform load over the center part of fixedended beam
 Problem 730  Uniform loads at each end of fully restrained beam
 Problem 731  Cantilever beam supported by cable at the freeend
 Problem 732  Cantilever beam supported by a cable at midspan
 Problem 733  Cantilever beam with moment load at the free end and supported by a rod at midspan
 Problem 734  Restrained beam with uniform load over half the span
 Problem 735  Fixedended beam with one end not fully restrained
 Problem 736  Shear and moment diagrams of fully restrained beam under triangular load
 Problem 737  Fully restrained beam with one support settling
 Problem 738  Fully restrained beam with moment load
 Fixedend moments of fully restrained beam
 Continuous Beams
 Combined Stresses
 Reinforced Beams
 Properties of Wide Flange Sections
Recent comments
 Use integration by parts for…3 weeks 1 day ago
 need answer3 weeks 1 day ago
 Yes you are absolutely right…3 weeks 4 days ago
 I think what is ask is the…3 weeks 4 days ago
 $\cos \theta = \dfrac{2}{…3 weeks 5 days ago
 Why did you use (1/SQ root 5…3 weeks 5 days ago
 How did you get the 300 000pi3 weeks 5 days ago
 It is not necessary to…3 weeks 5 days ago
 Draw a horizontal time line…4 weeks 2 days ago
 Mali po ang equation mo…1 month 1 week ago