calculo de estribos

CALCULO DE LONGITUD Y CANTIDAD DE ESTRIBOS

longitud de varilla DE ESTRIBO viga

descripcion largo anchocubrimiento 0.04 m

0.795 1.43 0.25 0.34 1.92 OREJAS 0.150 -0.16 0.25 0.34 0

cantidad de estribos A tipo= estribo @

descripcion largo0.25

0 10.23 42 421 01 01 01 0 71 0 81 01 01 0 01 0 97.4

en losa 1 0en cimiento 1 0en viga 0 1 0

totall 42 84

LONGITUD DE ACERO HORIZONTAL O VERTICAL

malla inferior de circunferencia horizontales

descripcion largo Ø traslape total Radio

0 0 1/2 0.6 0 01 3.1416 1/2 0.6 0 3.7416 0.52 4.39824 1/2 0.6 0 4.99824 0.73 5.65488 1/2 0.6 0 6.25488 0.94 6.91152 1/2 0.6 0 7.51152 1.15 8.16816 1/2 0.6 0 8.76816 1.36 9.4248 1/2 0.6 0 10.6248 1.57 10.68144 1/2 0.6 0 11.88144 1.78 11.93808 1/2 0.6 0 13.13808 1.99 13.19472 1/2 0.6 0 14.39472 2.1

10 14.45136 1/2 0.6 0 15.65136 2.311 15.708 1/2 0.6 0 16.908 2.512 16.96464 1/2 0.6 0 18.16464 2.713 18.22128 1/2 0.6 0 20.02128 2.9

longitud varilla

1@5,cantidad

totalestribos en cimiento

estribos en losa

mas 60%

mailto:1@5,

14 19.47792 1/2 0.6 0 21.27792 3.115 20.73456 1/2 0.6 0 22.53456 3.316 21.9912 1/2 0.6 0 23.7912 3.517 23.24784 1/2 0.6 0 25.04784 3.718 24.50448 1/2 0.6 0 26.30448 3.919 25.76112 1/2 0.6 0 27.56112 4.120 27.01776 1/2 0.6 0 29.41776 4.321 28.2744 1/2 0.6 0 30.6744 4.522 29.53104 1/2 0.6 0 31.93104 4.723 30.78768 1/2 0.6 0 33.18768 4.924 32.04432 1/2 0.6 0 34.44432 5.125 33.30096 1/2 0.6 0 35.70096 5.326 34.5576 1/2 0.6 0 36.9576 5.527 35.81424 1/2 0.6 0 38.21424 5.728 37.07088 1/2 0.6 0 40.07088 5.929 38.32752 1/2 0.6 0 41.32752 6.130 39.58416 1/2 0.6 0 42.58416 6.331 40.8408 1/2 0.6 0 43.8408 6.532 42.09744 1/2 0.6 0 45.09744 6.733 43.35408 1/2 0.6 0 46.35408 6.934 44.61072 1/2 0.6 47.61072 7.135 45.86736 1/2 0.6 49.46736 7.336 47.124 1/2 0.6 50.724 7.537 48.38064 1/2 0.6 51.98064 7.738 49.63728 1/2 0.6 53.23728 7.939 50.89392 1/2 0.6 54.49392 8.140 52.15056 1/2 0.6 55.75056 8.341 53.4072 1/2 0.6 57.0072 8.542 54.66384 1/2 0.6 58.86384 8.743 55.92048 1/2 0.6 60.12048 8.944 57.17712 1/2 0.6 61.37712 9.145 58.43376 1/2 0.6 62.63376 9.346 59.6904 1/2 0.6 63.8904 9.547 60.94704 1/2 0.6 65.14704 9.748 62.20368 1/2 0.6 66.40368 9.949 63.46032 1/2 0.6 68.26032 10.150 64.71696 1/2 0.6 69.51696 10.351 65.9736 1/2 0.6 70.7736 10.552 67.23024 1/2 0.6 72.03024 10.7

00 0 0

1 68.48688 5/8 0.75 74.33688 10.92 69.74352 5/8 0.75 75.59352 11.13 71.00016 5/8 0.75 76.85016 11.34 72.2568 5/8 0.75 78.8568 11.5

0 0 01 5/8 0.75 02 36 5/8 0.75 39.6

3 36.63 5/8 0.75 40.235 36 5/8 0.75 39.66 36.63 5/8 0.75 40.23

0 00 00 00 00 00 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 2432.9652


0.1 @ 0.15 ,resto@ 0.25 c/e

0.15columnaestribo

0.93

1.59 0.24 4.53 4.830.795 0.99 4.44 4.74

0.82 4.7850.670.23

2.9


malla inferior de circunferencia horizontales vigacubrimiento 0.04 m

long 9 m

0 patas 0.3 m3.1416

4.398245.654886.911528.168169.4248 traslape

10.6814 60% A11.938113.194714.451415.708

16.964618.2213

estribos en losa

largo de varilla

19.477920.734621.991223.247824.504525.761127.017828.274429.531

30.787732.044333.301

34.557635.814237.070938.327539.584240.840842.097443.354144.610745.867447.124

48.380649.637350.893952.150653.407254.663855.920557.177158.433859.690460.947

62.203763.460364.717

65.973667.2302

068.486969.743571.000272.2568

000

0000000000000000000




0.795 1.43 0.25 0.34 1.92 OREJAS 0.150 -0.16 0.25 0.34 0



0 10.23 42 421 01 01 01 0 71 0 81 01 01 0 01 0 97.4


totall 42 84


malla superior de circunferencia horizontales


0 0 1/2 0.6 0 01 0 1/2 0.6 0 02 0 1/2 0.6 0 03 0 1/2 0.6 0 04 0 1/2 0.6 0 05 0 1/2 0.6 0 06 0 1/2 0.6 0 07 0 1/2 0.6 0 08 0 1/2 0.6 0 09 0 1/2 0.6 0 0

10 0 1/2 0.6 0 011 0 1/2 0.6 0 012 0 1/2 0.6 0 013 0 1/2 0.6 0 0

longitud varilla

1@5,cantidad


estribos en losa

mas 60%

mailto:1@5,

14 0 1/2 0.6 0 015 0 1/2 0.6 0 016 0 1/2 0.6 0 017 0 1/2 0.6 0 018 0 1/2 0.6 0 019 0 1/2 0.6 0 020 0 1/2 0.6 0 021 0 1/2 0.6 0 022 0 1/2 0.6 0 023 0 1/2 0.6 0 024 0 1/2 0.6 0 025 0 1/2 0.6 0 026 0 1/2 0.6 0 027 0 1/2 0.6 0 028 0 1/2 0.6 0 029 0 1/2 0.6 0 030 0 1/2 0.6 0 031 0 1/2 0.6 0 032 0 1/2 0.6 0 033 0 1/2 0.6 0 034 0 1/2 0.6 035 0 1/2 0.6 036 0 1/2 0.6 037 0 1/2 0.6 038 0 1/2 0.6 039 0 1/2 0.6 040 0 1/2 0.6 041 0 1/2 0.6 042 0 1/2 0.6 043 0 1/2 0.6 044 0 1/2 0.6 045 0 1/2 0.6 046 0 1/2 0.6 047 0 1/2 0.6 048 0 1/2 0.6 049 0 1/2 0.6 050 0 1/2 0.6 051 0 1/2 0.6 052 0 1/2 0.6 0

00 0 0

1 0 5/8 0.75 02 0 5/8 0.75 03 0 5/8 0.75 04 0 5/8 0.75 0

0 0 01 5/8 0.75 02 5/8 0.75 0

3 5/8 0.75 04 5/8 0.75 05 5/8 0.75 06 5/8 0.75 0

0 00 00 00 00 00 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0


0.1 @ 0.15 ,resto@ 0.25 c/e

0.15columnaestribo

0.93

1.59 0.24 4.53 4.830.795 0.99 4.44 4.74

0.82 4.7850.670.23

2.9


malla superior de circunferencia horizontales vigacubrimiento 0.04 m

long 9 m

0 patas 0 m000000 traslape 0 60% A000000

estribos en losa

largo de varilla

000000000000000000000000000000000000000

00000000

00000000000000000000




0.795 1.43 0.25 0.34 1.92 OREJAS 0.150 -0.16 0.25 0.34 0



0 21.7 109 1091 01 01 01 0 71 0 81 01 01 0 01 0 97.4


totall 110 220


malla superior de circunferencia horizontales


0 0 1/2 0.6 0 01 9.550464 1/2 0.6 0 10.950464 1.522 8.042496 1/2 0.6 0 8.842496 1.283 0 1/2 0.6 0 04 71.125824 1/2 0.6 0 76.125824 11.325 69.303696 1/2 0.6 0 74.303696 11.036 0 1/2 0.6 0 07 26.012448 1/2 0.6 0 28.012448 4.148 33.61512 1/2 0.6 0 36.21512 5.359 0 1/2 0.6 0 0 32.113784

10 24.1 1/2 0.6 0 26.111 0 1/2 0.6 0 012 0 1/2 0.6 0 013 0 1/2 0.6 0 0

longitud varilla

1@5,cantidad


estribos en losa

mas 60%

mailto:1@5,

14 0 1/2 0.6 0 015 0 1/2 0.6 0 016 0 1/2 0.6 0 017 0 1/2 0.6 0 018 0 1/2 0.6 0 019 0 1/2 0.6 0 020 0 1/2 0.6 0 021 0 1/2 0.6 0 022 0 1/2 0.6 0 023 0 1/2 0.6 0 024 0 1/2 0.6 0 025 0 1/2 0.6 0 026 0 1/2 0.6 0 027 0 1/2 0.6 0 028 0 1/2 0.6 0 029 0 1/2 0.6 0 030 0 1/2 0.6 0 031 0 1/2 0.6 0 032 0 1/2 0.6 0 033 0 1/2 0.6 0 034 0 1/2 0.6 035 0 1/2 0.6 036 0 1/2 0.6 037 0 1/2 0.6 038 0 1/2 0.6 039 0 1/2 0.6 040 0 1/2 0.6 041 0 1/2 0.6 042 0 1/2 0.6 043 0 1/2 0.6 044 0 1/2 0.6 045 0 1/2 0.6 046 0 1/2 0.6 047 0 1/2 0.6 048 0 1/2 0.6 049 0 1/2 0.6 050 0 1/2 0.6 051 0 1/2 0.6 052 0 1/2 0.6 0

00 0 0

1 0 5/8 0.75 02 0 5/8 0.75 03 0 5/8 0.75 04 0 5/8 0.75 0

0 0 01 5/8 0.75 02 5/8 0.75 0

3 5/8 0.75 04 5/8 0.75 05 5/8 0.75 06 5/8 0.75 0

0 00 00 00 00 00 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 260.55005


0.1 @ 0.15 ,resto@ 0.20 c/e

0.15columnaestribo

0.93

1.59 0.24 4.53 4.830.795 0.99 4.44 4.74

0.82 4.7850.670.23

2.9


malla superior de circunferencia horizontales vigacubrimiento 0.04 m

long 9 m

0 patas 0.4 m9.550468.0425

071.125869.3037

0 traslape 26.0124 60% A33.6151

00000

estribos en losa

largo de varilla

000000000000000000000000000000000000000

00000000

00000000000000000000

calculo de estribos

Documents