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

Combined Stresses
 Combined Axial and Bending

Eccentrically Loaded Short Compression Member
 Problem 918  Stress at Each Corner of Eccentrically Loaded Rectangular Section
 Problem 919  Additional Axial Compression Load for the Section to Carry No Tensile Stress
 Problem 920  Additional Centroidal Load to Eliminate Tensile Stress Anywhere Over the Cross Section
 Problem 921  Kern Area of a Wide Flange Section: W360 x 122
 Problem 01  Stress in Helical Spring
 Reinforced Beams
 Properties of Wide Flange Sections
Recent comments
 Use integration by parts for…1 week 6 days ago
 need answer1 week 6 days ago
 Yes you are absolutely right…2 weeks 2 days ago
 I think what is ask is the…2 weeks 2 days ago
 $\cos \theta = \dfrac{2}{…2 weeks 3 days ago
 Why did you use (1/SQ root 5…2 weeks 3 days ago
 How did you get the 300 000pi2 weeks 3 days ago
 It is not necessary to…2 weeks 4 days ago
 Draw a horizontal time line…3 weeks ago
 Mali po ang equation mo…4 weeks 2 days ago