Navigation
 Simple Stresses
 Strain
 Torsion
 Shear and Moment in Beams

Stresses in Beams

Flexure Formula
 Section Modulus
 Solution to Problem 503  Flexure Formula
 Solution to Problem 504  Flexure Formula
 Solution to Problem 505  Flexure Formula
 Solution to Problem 506  Flexure Formula
 Solution to Problem 507  Flexure Formula
 Solution to Problem 508  Flexure Formula
 Solution to Problem 509  Flexure Formula
 Solution to Problem 510  Flexure Formula
 Solution to Problem 511  Flexure Formula
 Solution to Problem 512  Flexure Formula
 Solution to Problem 513  Flexure Formula
 Solution to Problem 514  Flexure Formula
 Solution to Problem 515  Flexure Formula
 Solution to Problem 516  Flexure Formula
 Solution to Problem 517  Flexure Formula
 Solution to Problem 518  Flexure Formula
 Solution to Problem 519  Flexure Formula
 Solution to Problem 520  Flexure Formula
 Solution to Problem 521  Flexure Formula
 Solution to Problem 522  Flexure Formula
 Solution to Problem 523  Flexure Formula
 Solution to Problem 524  Flexure Formula
 Solution to Problem 525  Flexure Formula
 Solution to Problem 526  Flexure Formula
 Solution to Problem 527  Flexure Formula
 Economic Sections
 Floor Framing
 Unsymmetrical Beams
 Superimposed or Builtup Beams
 Horizontal Shearing Stress
 Design for Flexure and Shear
 Spacing of Rivets or Bolts in BuiltUp Beams

Flexure Formula
 Beam Deflections
 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