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[object Object],[object Object], Stress   ), ksi Strain (  ), in/in  PL  Y  U E =   =slope
[object Object],[object Object],[object Object]
[object Object],[object Object]
[object Object],[object Object], Stress Strain Ductile Material
[object Object],[object Object], Stress Strain Brittle Material
C.)  Allowable Stress, Actual Stress,    Factor of Safety
[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object]
 
Spreadsheet   for HW # 10-4 256.7577 0.21 53.9 0.42 10.8 322.017 0.2 64.4 0.4 12.9 388.3064 0.18 69.9 0.36 14 433.7244 0.16 69.4 0.32 13.9 559.5056 0.116 64.9 0.232 13 907.7293 0.055 49.9 0.11 10 2212.747 0.01805 39.9 0.0361 8 6490.265 0.006 38.9 0.012 7.8 18182.03 0.00215 39.1 0.0043 7.83 31952.07 0.00125 39.9 0.0025 8 31531.65 0.00095 30.0 0.0019 6 30723.15 0.00065 20.0 0.0013 4 33283.41 0.0003 10.0 0.0006 2 0 0.0 0 0 (ksi) (in) (kips) E Strain Stress Deformation Load
[object Object],[object Object],[object Object],[object Object],[object Object],10000lb 10000 lb

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311 Ch10

  • 1.
  • 2.
  • 3.
  • 4.
  • 5.
  • 6. C.) Allowable Stress, Actual Stress, Factor of Safety
  • 7.
  • 8.
  • 9.
  • 10.
  • 11.
  • 12.
  • 13.
  • 14.  
  • 15. Spreadsheet for HW # 10-4 256.7577 0.21 53.9 0.42 10.8 322.017 0.2 64.4 0.4 12.9 388.3064 0.18 69.9 0.36 14 433.7244 0.16 69.4 0.32 13.9 559.5056 0.116 64.9 0.232 13 907.7293 0.055 49.9 0.11 10 2212.747 0.01805 39.9 0.0361 8 6490.265 0.006 38.9 0.012 7.8 18182.03 0.00215 39.1 0.0043 7.83 31952.07 0.00125 39.9 0.0025 8 31531.65 0.00095 30.0 0.0019 6 30723.15 0.00065 20.0 0.0013 4 33283.41 0.0003 10.0 0.0006 2 0 0.0 0 0 (ksi) (in) (kips) E Strain Stress Deformation Load
  • 16.