/* Eliza Dubroff
output file
ps7#2
4/24/97

/* #1 w/ h=0.5

Please enter the length of the beam (ft): 10
Please enter the load at the tip of the beam (lbs): 1000
Please enter the uniform load applied to the beam (lbs/ft): 0
Please enter the axial load on the beam (lbs): 0
Please enter the modulus of Elasticity of the beam (psf/10^7): 17.3 
Please enter the moment of inertia of the beam (ft^4*10^4): 5.14
Please enter the size of the step: 0.5
x = 0.000000	v= 0.000000
x = 0.500000	v= 0.166003
x = 1.000000	v= 0.654158
x = 1.500000	v= 1.451366
x = 2.000000	v= 2.546238
x = 2.500000	v= 3.928547
x = 3.000000	v= 5.588746
x = 3.500000	v= 7.517536
x = 4.000000	v= 9.705470
x = 4.500000	v= 12.142566
x = 5.000000	v= 14.817943
x = 5.500000	v= 17.719472
x = 6.000000	v= 20.833451
x = 6.500000	v= 24.144324
x = 7.000000	v= 27.634453
x = 7.500000	v= 31.283976
x = 8.000000	v= 35.070765
x = 8.500000	v= 38.970504
x = 9.000000	v= 42.956905
x = 9.500000	v= 47.002055
x = 10.000000	v= 51.076882

/* #1 w/ h=0.25

Please enter the length of the beam (ft): 10
Please enter the load at the tip of the beam (lbs): 1000
Please enter the uniform load applied to the beam (lbs/ft): 0 
Please enter the axial load on the beam (lbs): 0
Please enter the modulus of Elasticity of the beam (psf/10^7): 17.3
Please enter the moment of inertia of the beam (ft^4*10^4): 5.14
Please enter the size of the step: 0.25
x = 0.000000	v= 0.000000
x = 0.250000	v= 0.041828
x = 0.500000	v= 0.166001
x = 0.750000	v= 0.370676
x = 1.000000	v= 0.654156
x = 1.250000	v= 1.014873
x = 1.500000	v= 1.451363
x = 1.750000	v= 1.962251
x = 2.000000	v= 2.546234
x = 2.250000	v= 3.202066
x = 2.500000	v= 3.928542
x = 2.750000	v= 4.724487
x = 3.000000	v= 5.588740
x = 3.250000	v= 6.520143
x = 3.500000	v= 7.517530
x = 3.750000	v= 8.579710
x = 4.000000	v= 9.705463
x = 4.250000	v= 10.893520
x = 4.500000	v= 12.142558
x = 4.750000	v= 13.451186
x = 5.000000	v= 14.817934
x = 5.250000	v= 16.241245
x = 5.500000	v= 17.719462
x = 5.750000	v= 19.250821
x = 6.000000	v= 20.833440
x = 6.250000	v= 22.465316
x = 6.500000	v= 24.144312
x = 6.750000	v= 25.868158
x = 7.000000	v= 27.634441
x = 7.250000	v= 29.440608
x = 7.500000	v= 31.283964
x = 7.750000	v= 33.161670
x = 8.000000	v= 35.070752
x = 8.250000	v= 37.008102
x = 8.500000	v= 38.970490
x = 8.750000	v= 40.954569
x = 9.000000	v= 42.956891
x = 9.250000	v= 44.973918
x = 9.500000	v= 47.002041
x = 9.750000	v= 49.037593
x = 10.000000	v= 51.076868

/* #2 w/ h=0.5

Please enter the length of the beam (ft): 10
Please enter the load at the tip of the beam (lbs): 0
Please enter the uniform load applied to the beam (lbs/ft): 50
Please enter the axial load on the beam (lbs): 200
Please enter the modulus of Elasticity of the beam (psf/10^7): 17.3
Please enter the moment of inertia of the beam (ft^4*10^4): 5.14
Please enter the size of the step: 0.5
x = 0.000000	v= 0.000000
x = 0.500000	v= 0.040786
x = 1.000000	v= 0.157749
x = 1.500000	v= 0.343132
x = 2.000000	v= 0.589608
x = 2.500000	v= 0.890269
x = 3.000000	v= 1.238616
x = 3.500000	v= 1.628561
x = 4.000000	v= 2.054425
x = 4.500000	v= 2.510933
x = 5.000000	v= 2.993226
x = 5.500000	v= 3.496853
x = 6.000000	v= 4.017782
x = 6.500000	v= 4.552399
x = 7.000000	v= 5.097509
x = 7.500000	v= 5.650341
x = 8.000000	v= 6.208548
x = 8.500000	v= 6.770208
x = 9.000000	v= 7.333827
x = 9.500000	v= 7.898336
x = 10.000000	v= 8.463094

/* #2 w/ h=0.25

Please enter the length of the beam (ft): 10
Please enter the load at the tip of the beam (lbs): 0
Please enter the uniform load applied to the beam (lbs/ft): 50
Please enter the axial load on the beam (lbs): 200
Please enter the modulus of Elasticity of the beam (psf/10^7): 17.3
Please enter the moment of inertia of the beam (ft^4*10^4): 5.14
Please enter the size of the step: 0.25
x = 0.000000	v= 0.000000
x = 0.250000	v= 0.010368
x = 0.500000	v= 0.040785
x = 0.750000	v= 0.090240
x = 1.000000	v= 0.157749
x = 1.250000	v= 0.242356
x = 1.500000	v= 0.343132
x = 1.750000	v= 0.459175
x = 2.000000	v= 0.589608
x = 2.250000	v= 0.733581
x = 2.500000	v= 0.890268
x = 2.750000	v= 1.058871
x = 3.000000	v= 1.238616
x = 3.250000	v= 1.428753
x = 3.500000	v= 1.628561
x = 3.750000	v= 1.837342
x = 4.000000	v= 2.054424
x = 4.250000	v= 2.279162
x = 4.500000	v= 2.510933
x = 4.750000	v= 2.749144
x = 5.000000	v= 2.993225
x = 5.250000	v= 3.242634
x = 5.500000	v= 3.496853
x = 5.750000	v= 3.755390
x = 6.000000	v= 4.017782
x = 6.250000	v= 4.283589
x = 6.500000	v= 4.552399
x = 6.750000	v= 4.823825
x = 7.000000	v= 5.097509
x = 7.250000	v= 5.373116
x = 7.500000	v= 5.650341
x = 7.750000	v= 5.928902
x = 8.000000	v= 6.208548
x = 8.250000	v= 6.489049
x = 8.500000	v= 6.770208
x = 8.750000	v= 7.051849
x = 9.000000	v= 7.333827
x = 9.250000	v= 7.616020
x = 9.500000	v= 7.898336
x = 9.750000	v= 8.180707
x = 10.000000	v= 8.463094

/* #3 w/ h=0.5

Please enter the length of the beam (ft): 10
Please enter the load at the tip of the beam (lbs): 200
Please enter the uniform load applied to the beam (lbs/ft): 50
Please enter the axial load on the beam (lbs): 0
Please enter the modulus of Elasticity of the beam (psf/10^7): 17.3
Please enter the moment of inertia of the beam (ft^4*10^4): 5.14
Please enter the size of the step: 0.5
x = 0.000000	v= 0.000000
x = 0.500000	v= 0.073970
x = 1.000000	v= 0.288335
x = 1.500000	v= 0.632213
x = 2.000000	v= 1.095229
x = 2.500000	v= 1.667453
x = 3.000000	v= 2.339350
x = 3.500000	v= 3.101748
x = 4.000000	v= 3.945823
x = 4.500000	v= 4.863083
x = 5.000000	v= 5.845371
x = 5.500000	v= 6.884869
x = 6.000000	v= 7.974101
x = 6.500000	v= 9.105952
x = 7.000000	v= 10.273673
x = 7.500000	v= 11.470901
x = 8.000000	v= 12.691668
x = 8.500000	v= 13.930414
x = 9.000000	v= 15.182001
x = 9.500000	v= 16.441719
x = 10.000000	v= 17.705300

/* #3 w/ h=0.25

Please enter the length of the beam (ft): 10
Please enter the load at the tip of the beam (lbs): 200
Please enter the uniform load applied to the beam (lbs/ft): 50
Please enter the axial load on the beam (lbs): 0
Please enter the modulus of Elasticity of the beam (psf/10^7): 17.3
Please enter the moment of inertia of the beam (ft^4*10^4): 5.14
Please enter the size of the step: 0.25
x = 0.000000	v= 0.000000
x = 0.250000	v= 0.018733
x = 0.500000	v= 0.073970
x = 0.750000	v= 0.164296
x = 1.000000	v= 0.288335
x = 1.250000	v= 0.444744
x = 1.500000	v= 0.632213
x = 1.750000	v= 0.849459
x = 2.000000	v= 1.095229
x = 2.250000	v= 1.368295
x = 2.500000	v= 1.667453
x = 2.750000	v= 1.991523
x = 3.000000	v= 2.339349
x = 3.250000	v= 2.709795
x = 3.500000	v= 3.101748
x = 3.750000	v= 3.514114
x = 4.000000	v= 3.945822
x = 4.250000	v= 4.395821
x = 4.500000	v= 4.863082
x = 4.750000	v= 5.346594
x = 5.000000	v= 5.845370
x = 5.250000	v= 6.358443
x = 5.500000	v= 6.884867
x = 5.750000	v= 7.423720
x = 6.000000	v= 7.974100
x = 6.250000	v= 8.535128
x = 6.500000	v= 9.105950
x = 6.750000	v= 9.685734
x = 7.000000	v= 10.273672
x = 7.250000	v= 10.868980
x = 7.500000	v= 11.470900
x = 7.750000	v= 12.078698
x = 8.000000	v= 12.691666
x = 8.250000	v= 13.309123
x = 8.500000	v= 13.930412
x = 8.750000	v= 14.554905
x = 9.000000	v= 15.181999
x = 9.250000	v= 15.811119
x = 9.500000	v= 16.441718
x = 9.750000	v= 17.073275
x = 10.000000	v= 17.705299