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Simple Stresses

Normal Stresses
 Solution to Problem 104 Normal Stress
 Solution to Problem 105  Normal Stress
 Solution to Problem 106 Normal Stress
 Solution to Problem 107 Normal Stress
 Solution to Problem 108 Normal Stress
 Solution to Problem 109 Normal Stress
 Solution to Problem 110 Normal Stress
 Solution to Problem 111 Normal Stress
 Solution to Problem 112 Normal Stress
 Solution to Problem 113 Normal Stress
 Solution to Problem 114 Normal Stress
 Shear Stress
 Bearing Stress
 Thinwalled Pressure Vessels

Normal Stresses
 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
 400000=120[14π(D2−10000)]
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How did you get the 300 000pi
How did you get the 300 000pi
400000=120[14π(D2−10000)] (…
In reply to How did you get the 300 000pi by Maecell
400000=120[14π(D2−10000)]
( 120x1/4pi)=30pi)
30pi(D210 000)
400000=30πD2−300000π
D2=400000+300000π30π
D=119.35 mm
answer