Plan for Monday, September 28, 2015
TODO
- Print Table A-10
9:00
Rocklin mini maker faire: http://makerfairerocklin.com/ Oct 3
Questions?
Review mechanical design
- Review uncertainty
- Every number has an uncertainity associated with it and you must take this into account in design.
- Review design factor and factory of saftey
- Design factors help account for uncertainity. The design factor is the desired value and the factor of the safety is the actual value.
9:05
Stochastic failure criteria and reliability
Goals
- Understand that uncertainty is more realistically modeled by statisical models.
- Be able to compute Gaussian probablities using a transform table.
9:15
Exercise
9:20
Dimensions, units, sig figs
Tolerances
- Nominal sizes are note exact sizes
- Tolerance limits are specified as absolutes
- Tight tolerances = higher costs
- Dimensioning should include the minimum non-redudant info
- Dimensions should be chosen based on part functionality
- Tolerance stackup
Units
- We will be using two unit system: International System of Units and U.S. Customary Units
- US, Liberia, Burma only countries that use the U.S. system.
- F = MLT^{-2}
M = FT^2 / L = (pound-force) (second)^2 = lbf * s^2 / ft = slug
- lbf: pound force
- kip : kilo pounds force
F = ML / T^2 = (kilogram) (meter) / (second)^2 = kg m / s^2 = N
W = mg
g = 9.81 m/s^2 = 32.2 ft/s^2
- Mars climate orbiter: https://en.wikipedia.org/wiki/Mars_Climate_Orbiter
- Cost about $600 million
- output lbf s instead of N s
Sig figs
- sig figs are inferred by shown digits (except leading): 0.700"
- scientific notation: 706.0, 7.060x10^2, 0.7060x10^3, 7.060E2
- the smallest sig figs in a calc fix the number of sig figs you should report
- do all calcs at greatest accuracy possible and round at the end
9:30
Tolerance stack up exercise.
9:35
Free body diagrams
- used to isolate and identify internal and external loads on a design element
- includes coordinate system(s)
- lists known and unknown forces acting on the element(s)
- loads are required to determine stress in the member
Static equilibrium:
Sum F = 0 Sum M = 0
9:45
Exercise
Collect feedback
What we will go over next time: shear and moment diagrams for beams
Homework will be posted after class.