calculo pavimento rigido
TRANSCRIPT
8/19/2019 CALCULO PAVIMENTO RIGIDO
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CASO I. ESQUINAS PROTEGIDAS (GOMAS SIMPLES)
300
CBR(%): 20
7.1
329090
P(kg): 2000
a(cm)= 11.7
22.5
d(cm) l d calc(cm)
10.00 44.5387 11.96
10.98 47.7748 12.16
11.57 49.6839 12.27
11.92 50.8004 12.32
12.12 51.4507 12.36
12.24 51.8285 12.38
12.31 52.0477 12.39
12.35 52.1748 12.40
12.37 52.2485 12.40
12.39 52.2912 12.40
Solución: !."# 5 2.3160 12.40
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8/19/2019 CALCULO PAVIMENTO RIGIDO
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CASO I. ESQUINAS PROTEGIDAS (GOMAS DOBLES)
0
CBR(%): 0
0.9
0
P(kg): 0
a(cm)= 9.1
0
d(cm) l d calc(cm)
15.00 0.0000 #DIV/0!
#DIV/0! #DIV/0! #DIV/0!
#DIV/0! #DIV/0! #DIV/0!
#DIV/0! #DIV/0! #DIV/0!
#DIV/0! #DIV/0! #DIV/0!
#DIV/0! #DIV/0! #DIV/0!
#DIV/0! #DIV/0! #DIV/0!
#DIV/0! #DIV/0! #DIV/0!
#DIV/0! #DIV/0! #DIV/0!
#DIV/0! #DIV/0! #DIV/0!
Solución: 'DI* # DIV/0! #DIV/0!
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8/19/2019 CALCULO PAVIMENTO RIGIDO
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CASO II. ESQUINAS NO PROTEGIDAS (GOMAS SIMPLES)
250
CBR(%): 20
7.1
300416
P(kg): 2000
a(cm)= 11.7
18.75
d(cm) l d calc(cm)
12.00 49.9144 15.04
13.52 54.5803 15.32
14.42 57.2927 15.47
14.95 58.8550 15.56
15.25 59.7509 15.60
15.43 60.2636 15.63
15.53 60.5566 15.64
15.58 60.7240 15.65
15.62 60.8196 15.65
15.64 60.8741 15.66
Solución: +.,+ 6 0.9053 15.66
R$k(kgcm" ):
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S(kgcm! )=
8/19/2019 CALCULO PAVIMENTO RIGIDO
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CASO II. ESQUINAS NO PROTEGIDAS (GOMAS DOBLES)
250
CBR(%): 80
19.5
300416
P(kg): 10000
a(cm)= 26.8
18.75
d(cm) l d calc(cm)
15.00 45.9082 24.81
19.90 56.7553 27.28
23.59 64.4693 28.62
26.10 69.5600 29.38
27.74 72.8054 29.82
28.78 74.8386 30.08
29.43 76.1003 30.23
29.83 76.8791 30.33
30.08 77.3583 30.38
30.23 77.6526 30.42
Solución: "."! 7 7.8331 30.44
R$k(kgcm" ):
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