Chapter 1-3 Essentials

 

 

 

 

 

   axial σ = N/A
τ = V/A
Hooke's law,
stress-strain curves

σ = Eε
τ = Gγ

stress
transformations

strain
transformations

ε = δ/L

δ = NL/EA + αΔTL

φ = TL/GJ

M = EI d2y/dx2

torsion τ = Tc/J
flexure σ = -My/I
shear τ = VQ/Ib
pressure σ = pr/t
σ = pr/2t

 

 

 

 
normal
stress/strain
σaxial = N / A
εaxial = ΔL / Lo
εtransverse = Δd / d
 

 

Pressurex

contact points

beam compression

 

 

beam flexure

 formula sheet

 
shear
stress/strain
τcutting = V / A
γ = Δangle
  

 

 

double shear
test video

  

 

more shear examples

 

 

 

 

 

 

 

bearing
stress
σb = Fb / Ab    
  

 

bearing examples

 

dowel bearing
test video

post bearing
test 1 video

post bearing
test 2 video

 

 

Hooke's Law

σ =

 

 

stress-strain diagrams

 

 

 

 

 

 

 

survey

props: pipe

props not used: