114
Chapter 2
0.6
o.5
Figure 2,41 PU, structural member, versus pulley diameter for 0.0015" thick egiloy
belt for 10 l° cycles.
capacity, this is a failure. The selected value of t can set a P/. of 10 -6 or one
failure in a million calculations of material capacity selections. A properly
programmed computer converges to the correct value of the unknown
variable. Appendix B presents the set up for the two examples 2.21 and 2.22.
EXAMPLE 2.21. Use a tip loaded cantilever beam, Example 2.16,
with a radius at the wall of r/h equal to 0.01 and with w/h, beam width
Chapter 2
0.6
o.5
Figure 2,41 PU, structural member, versus pulley diameter for 0.0015" thick egiloy
belt for 10 l° cycles.
capacity, this is a failure. The selected value of t can set a P/. of 10 -6 or one
failure in a million calculations of material capacity selections. A properly
programmed computer converges to the correct value of the unknown
variable. Appendix B presents the set up for the two examples 2.21 and 2.22.
EXAMPLE 2.21. Use a tip loaded cantilever beam, Example 2.16,
with a radius at the wall of r/h equal to 0.01 and with w/h, beam width