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T3Se2S1Se2

7 9 9 11 1111 1111

4.30 2.40 3.26 3.26 3.26 3.26 3.26

 Para el 1° eje ( 7 tn )( 2200 lb )=15400 lb

14000 0.380 2000

1400

15400 FE

X

0.243

16000 0.623

2000 0.243 = 1400 FE−0.380 FE=¿

0.550

X =0.550−0.380 X =0.17

 Para el 2° eje ( 18 tn ) ( 2200 lb )=39600 lb

38000 1.70 2000

1600

39600 Fe 40000 2.08

2000 0.38 = 1600 FE−1.70 FE=¿

2.004

X

0.38

X =2.004−1.70 X =0.304

 Para el 3° eje ( 11 tn )( 2200 lb )=24200 lb

24000 3.03 2000

200

24200 Fe

X

1.06

26000 4.09

2000 1.06 = 200 FE−3.03 FE=¿ 3.136 X =3.136−3.03 X =0.106

 Para el 4° eje ( 11 tn )( 2200 lb )=24200 lb

24000 3.03 2000

200

24200 Fe 26000 4.09

2000 1.06 = 200 FE−3.03 FE=¿ 3.136 X =3.136−3.03 X =0.106

X

1.06

 Para el 5° eje ( 11 tn )( 2200 lb )=24200 lb

24000 3.03 2000

200

24200 Fe

X

1.06

26000 4.09

2000 1.06 = 200 FE−3.03 FE=¿ 3.136 X =3.136−3.03 X =0.106

 Para el 6° eje ( 11 tn )( 2200 lb )=24200 lb

24000 3.03 2000

200

24200 Fe 26000 4.09

2000 1.06 = 200 FE−3.03 FE=¿ 3.136 X =3.136−3.03 X =0.106

 Para el 7° eje ( 11 tn )( 2200 lb )=24200 lb

X

1.06

24000 3.03 2000

200

24200 Fe

X

1.06

26000 4.09

2000 1.06 = 200 FE−3.03 FE=¿ 3.136 X =3.136−3.03 X =0.106

 FACTOR CAMIÓN

Fc=

1 ( 0.17 ) +1 ( 2.004 ) +5 (0.016) 1

Fc=¿2.254

B2 7 11

13.20  Para el 1° eje ( 7 tn )( 2200 lb )=15400 lb

2000

1400

X

0.243

14000 0.380 15400 Fe 16000 0.623

2000 0.243 = 1400 FE−0.380 FE=¿ 0.5501 X =0.5501−0.380 X =0.1701

 Para el 2° eje ( 11 tn )( 2200 lb )=24200 lb

24000 3.03 2000

200

24200 FE 26000 4.09

2000 1.06 = 200 FE−3.03 FE=¿

3.136

X =3.136−3.03 X =0.106

 FACTOR CAMIÓN

Fc=

1 ( 0.5501 ) +1(3.03) 1

Fc=¿3.5801

X

1.06

B3 - 1 797

 Para el 1° eje ( 7 tn )( 2200 lb )=15400 lb

14000 0.380 2000

1400

15400 FE

X

0.243

X

0.23 5

16000 0.623

2000 0.243 = 1400 FE−0.380 FE=¿

0.5501

X =0.5501−0.380 X =0.1701

 Para el 2° eje ( 16 tn )( 2200 lb )=35200 lb

34000 1.095 2000

1200

35200 FE 36000 1.33

2000 0.23 = 1200 FE−1.095 FE=¿ 1.233 X =1.233−1.095 X =0.138

 FACTOR CAMIÓN

Fc=

1 ( 0.5501 ) +1(0.138) 1

Fc=¿0.6881

B4 – 1 7797

2.40

10.20

2.40

 Para el 1° eje ( 14 tn )( 2200 lb )=30800 lb

30000 0.658 2000

800

30800 FE 32000 0.857

X

0.199

2000 0.199 = 800 FE−0.658 FE=¿ 0.7376 X =0.7376−0.658 X =0.0796

 Para el 2° eje ( 16 tn )( 2200 lb )=35200 lb

34000 1.095 2000

1200

X

35200 Fe 36000 1.33

2000 0.235 = 1200 FE −1.33 FE=¿ 1.471 X =1.471−1.33 X =0.141

 FACTOR CAMIÓN

Fc=

1 ( 0.7376 ) +1(0.141) 1

Fc=¿0.8786

BA – 1 7

11

7

0.235

18.30  Para el 1° eje ( 7 tn )( 2200 lb )=15400 lb

14000 0.380 2000

1400

15400 FE

X

0.243

X

1.06

16000 0.623

2000 0.243 = 1400 FE−0.380 FE=¿

0.5501

X =0.5501−0.380 X =0.1701

 Para el 2° eje ( 11 tn )( 2200 lb )=24200 lb

2 4000 3.03 2000

200

242 00 FE 2 6000 4.09

2000 1.06 = 200 FE−3.03 FE=¿

3.136

X =3.136−3.03 X =0.1 06

 Para el 3° eje ( 7 tn )( 2200 lb )=15400 lb

14000 0.380 2000

1400

15400 FE 16000 0.623

2000 0.243 = 1400 FE−0.380 FE=¿

0.5501

X =0.5501−0.380 X =0.1701

 FACTOR CAMIÓN

Fc=

2 ( 0.1701 ) +1(0.106) 1

Fc=¿0.4462

X

0.243