Navigation

Simple Stresses
 Normal Stresses

Shear Stress
 Solution to Problem 115 Shear Stress
 Solution to Problem 116 Shear Stress
 Solution to Problem 117 Shear Stress
 Solution to Problem 118 Shear Stress
 Solution to Problem 119 Shear Stress
 Solution to Problem 120 Shear Stress
 Solution to Problem 121 Shear Stress
 Solution to Problem 122 Shear Stress
 Solution to Problem 123 Shear Stress
 Bearing Stress
 Thinwalled Pressure Vessels
 Strain
 Torsion
 Shear and Moment in Beams
 Stresses in Beams
 Beam Deflections
 Restrained Beams
 Continuous Beams
 Combined Stresses
 Reinforced Beams
 Properties of Wide Flange Sections
Recent comments
 Hello po! Question lang po…2 weeks ago
 400000=120[14π(D2−10000)]
(…1 month 2 weeks ago  Use integration by parts for…2 months 2 weeks ago
 need answer2 months 2 weeks 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 3 weeks ago
Good day po, ask ko lang sana
Good day po, ask ko lang sana kung bakit involved na agad yung sec(20) sa Normal Area at hindi 100 times 50 muna. If I am not mistaken, yung Normal Area is 5000mm^2 lang naman kasi yun yung area perpendicular to the force P.