Navigation
- Simple Stresses
-
Strain
- Simple Strain
- Stress-strain Diagram
- Axial Deformation
-
Shearing Deformation
- Solution to Problem 222 Poisson's Ratio
- Solution to Problem 223 Triaxial Deformation
- Solution to Problem 224 Triaxial Deformation
- Solution to Problem 225 Biaxial Deformation
- Solution to Problem 226 Biaxial Deformation
- Solution to Problem 227 Biaxial Deformation
- Solution to Problem 228 Biaxial Deformation
- Statically Indeterminate Members
- Thermal Stress
- 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
- Yes.2 weeks 5 days ago
- Sir what if we want to find…2 weeks 5 days ago
- Hello po! Question lang po…1 month 1 week ago
- 400000=120[14π(D2−10000)]
(…2 months 1 week ago - Use integration by parts for…3 months 1 week ago
- need answer3 months 1 week ago
- Yes you are absolutely right…3 months 1 week ago
- I think what is ask is the…3 months 1 week ago
- $\cos \theta = \dfrac{2}{…3 months 1 week ago
- Why did you use (1/SQ root 5…3 months 1 week ago
Why is the diameter 2.05 in
Why is the diameter 2.05 in and not 2 in only?
We use nominal diameter to
In reply to Why is the diameter 2.05 in by BeforeWinter
We use nominal diameter to get the nominal length.