Chapter 15 Discussion
classes.mst.edu/civeng2200
classes.mst.edu/civeng2210
classes.mst.edu/civeng2211
classes.mst.edu/civeng3201
classes.mst.edu/civeng5260
- use in future classes
- studying for FE exam the semester you graduate
Chapter 15 - Combined Loading
by Derek Fryar, 2000
axial σ = N/A torsion τ = Tc/J flexure σ = -My/I shear τ = VQ/Ib pressure σ = pr/t & pr/2t combined σ = Σσi
τ = Στi
3:00
homework
- shafts: axial (N/A) + torsion (Tc/J)
- beams: flexure (My/I) + shear (VQ/Ib)
- posts: everything
- σ = N/A + My/I + pr/2t
- τ = Tc/J + VQ/Ib
props: colored electrical tape for table leg, calipers, tape measure
take blue flash cards showing stress distributions to problem sessions