Navigation
-
Simple Stresses
- Normal Stresses
- Shear Stress
- Bearing Stress
-
Thin-walled 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
Recent comments
- (a)
Max. shear at A = 12.73…1 week 2 days ago - mm equivalent of 6m3 months 1 week ago
- thankyouu!5 months 2 weeks ago
- z5 months 3 weeks ago
- Force P only impends motion…5 months 3 weeks ago
- Wow! :>6 months 2 weeks ago
- In general, the centroid of …6 months 2 weeks ago
- isn't the centroid of the…6 months 2 weeks ago
- I get it now, for long I was…7 months ago
- Why is BD Tension?
is it not…7 months ago

why is the diameter (2ft)
why is the diameter (2ft) being multiplied with 12?
The multiplication of 12 is
In reply to why is the diameter (2ft) by _juan (not verified)
The multiplication of 12 is conversion from feet to inches.