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Simple Stresses
 Normal Stresses
 Shear Stress
 Bearing Stress

Thinwalled Pressure Vessels
 Solution to Problem 133 Pressure Vessel
 Solution to Problem 134 Pressure Vessel
 Solution to Problem 135 Pressure Vessel
 Solution to Problem 136 Pressure Vessel
 Solution to Problem 137 Pressure Vessel
 Solution to Problem 138 Pressure Vessel
 Solution to Problem 139 Pressure Vessel
 Solution to Problem 140 Pressure Vessel
 Solution to Problem 141 Pressure Vessel
 Solution to Problem 142 Pressure Vessel
 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
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 400000=120[14π(D2−10000)]
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 $\cos \theta = \dfrac{2}{…2 months 2 weeks ago
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