PREDIMENSIONAMIENTO DE ZAPATAS.xlsx

8/18/2019 PREDIMENSIONAMIENTO DE ZAPATAS.xlsx

1/72

ZAPATA Z1-A

METRADO DEL PRIMER NIVEL:

L1 H

LOSA ALIGERADA AREA:

VIGA PRINCIPAL 0.2 0.4VIGA SECUNDARIA 0.2 0.35

COLUMNA 0.3 4.2

MURO 1.86 2.8

PV1 AREA:

METRADO DEL SEGUNDO NIVEL:L1 H


VIGA PRINCIPAL 0.2 0.4

VIGA SECUNDARIA 0.2 0.35

COLUMNA 0.25 2.8

MURO 1.86 2.8

PV2 AREA:

METRADO TERCER NIVEL:

L1 H


VIGA PRINCIPAL 0.2 0.4

VIGA SECUNDARIA 0.2 0.35

COLUMNA 0.25 2.8

PV2 AREA:

D!"#:

$!% &'('&)"'" !#*' "#+ *#,,#!

$!% $* - SC -(/D


2/72

8500 250 2100

6150

PS*% PS1PS2PS3 10367.4

A% PS*$!

A% 10367.43 6150

A% 1.6

L % 1.30

$!%

$!%


3/72

L2 FACTOR-CARGA CARGAS

1.642 300 42.6

1.82 2400 34.440.76 2400 127.68

0.3 2400 07.2

0.15 1800 1406.16

PM1 3283.08

PV1 38.25

PS1 4221.33

3.753 250 38.25

L2 ACTOR-CARGA CARGAS

1.642 300 42.6

1.82 2400 34.44

0.76 2400 127.68

0.3 2400 504

0.15 1800 1406.16

PM1 287.88

PV1 38.25

PS2 3818.13

3.753 250 38.25

L2 ACTOR-CARGA CARGAS

1.642 300 42.6

1.82 2400 34.44

0.76 2400 127.68

0.25 2400 420

PM1 138.72

PV1 38.25

PS3 2327.7

3.753 250 38.25

SC % 2502$*%0.852


4/72

D % 1

1

( % 21003


5/72

ZAPATA Z1-


L1 H L2

LOSA ALIGERADA AREA: 6.588

VIGA PRINCIPAL 0.2 0.4 1.82VIGA SECUNDARIA 0.2 0.35 3.34

COLUMNA 0.3 4.2 0.3

MURO 4.016 2.8 0.15

PV1 AREA: 6.8

METRADO DEL SEGUNDO NIVEL:L1 H L2


VIGA PRINCIPAL 0.2 0.4 1.82

VIGA SECUNDARIA 0.2 0.35 3.34

COLUMNA 0.25 2.8 0.25

MURO 4.016 2.8 0.15

PV2 AREA: 6.8


L1 H L2




COLUMNA 0.25 2.8 0.25

PV2 AREA: 6.8

D!"#:

$!% &'('&)"'" !#*' "#+ *#,,#!

$!% $* - SC -(/D $*%0.85


6/72

D % 1

8500 250 2100 1

6150

PS*% PS1PS2PS3% 21715.272

A% PS*$!

A% 21715.272 6150

A% 3.53

L % 1.88

$!%

$!%


7/72

FACTOR-CARGA CARGAS

300 176.4

2400 34.442400 561.12

2400 07.2

1800 3036.06

PM1 6830.256

PV1 1745

PS1 8575.256

250 1745

ACTOR-CARGA CARGAS

300 176.4

2400 34.44

2400 561.12

2400 420

1800 3036.06

PM1 6343.056

PV1 1745

PS2 8088.056

250 1745

ACTOR-CARGA CARGAS

300 176.4

2400 34.44

2400 561.12

2400 420

PM1 3306.6

PV1 1745

PS3 5051.6

250 1745

SC % 2502


8/72

( % 21003


9/72

ZAPATA Z1-C


L1 H L2



VIGA SECUNDARIA 0.2 0.35 4.62COLUMNA 0.3 4.2 0.3

MURO 6.84 2.8 0.15

PV1 AREA: 10.333

METRADO DEL SEGUNDO NIVEL:

L1 H L2




COLUMNA 0.25 2.8 0.25

MURO 6.84 2.8 0.15

PV2 AREA: 10.333

METRADO TERCER NIVEL

L1 H L2




COLUMNA 0.25 2.8 0.25

PV2 AREA: 10.333

D!"#:

D % 1

$!% &'('&)"'" !#*' "#+ *#,,#!

$!% $* - SC -(/D $*%0.852


10/72

8500 250 2100 1

6150

PS*% PS1PS2PS3% 30460.83

A% PS*$!

A% 30460.83 6150

A% 4.5

L % 2.23

$!%

$!%


11/72

FACTOR-CARGA CARGAS

300 2415

2400 34.44

2400 776.162400 07.2

1800 5171.04

PM1 618.84

PV1 2583.25

PS1 12202.0

250 2583.25

FACTOR-CARGA CARGAS

300 2415

2400 34.44

2400 776.16

2400 420

1800 5171.04

PM1 131.64

PV1 2583.25

PS2 11714.8

250 2583.25

FACTOR-CARGA CARGAS

300 2415

2400 34.44

2400 776.16

2400 420

PM1 360.6

PV1 2583.25

PS3 6543.85

250 2583.25

SC % 2502

( % 21003


12/72


13/72

ZAPATA Z1-D


L1 H L2 FACTOR-CARGA

LOSA ALIGERADA AREA: 5.587 300

VIGA PRINCIPAL 0.2 0.4 1.82 2400

VIGA SECUNDARIA 0.2 0.35 0.76 2400COLUMNA 0.3 4.2 0.3 2400

MURO 5.18 2.8 0.15 1800

PV1 AREA: 7.67 250


L1 H L2 ACTOR-CARGALOSA ALIGERADA AREA: 5.587 300


VIGA SECUNDARIA 0.2 0.35 0.76 2400

COLUMNA 0.25 2.8 0.3 2400

MURO 5.18 2.8 0.15 1800

PV2 AREA: 7.67 250


L1 H L2 ACTOR-CARGA




COLUMNA 0.25 2.8 0.25 2400

PV2 AREA: 7.67 250

D!"#: SC % 2502

D % 1

$!% &'('&)"'" !#*' "#+ *#,,#!

$!% $* - SC -(/D $*%0.85( % 21003


14/72

8500 250 2100 1

6150

PS*% PS1P 21875.52

A% PS*$!

A% 21875.5 6150

A% PS*$!

A% 9RE 3600

A% 9RE

L% 9RE

$!%

$!%


15/72

CARGAS

1676.1

34.44

127.6807.2

316.08

PM1 676.5

PV1 117.5

PS1 884

117.5

CARGAS1676.1

34.44

127.68

504

316.08

PM1 6573.3

PV1 117.5

PS2 840.8

117.5

CARGAS

1676.1

34.44

127.68

420

PM1 2573.22

PV1 117.5

PS3 440.72

117.5


16/72

A% 3.56

L % 1.8


17/72

ZAPATA Z1-E


L1 H L2 TOR-CAR



VIGA SECUNDARIA 0.2 0.35 2.55 2400COLUMNA 0.3 4.2 0.3 2400

MURO 6.53 2.8 0.15 1800

PV1 AREA: 5.51 250


L1 H L2 CTOR-CARLOSA ALIGERADA AREA: 5.08 300



COLUMNA 0.25 2.8 0.3 2400

MURO 6.53 2.8 0.15 1800

PV2 AREA: 5.51 250


L1 H L2 CTOR-CAR




COLUMNA 0.25 2.8 0.25 2400

PV2 AREA: 5.51 250

D!"#: % 250

D % 1

$!% &'('&)"'" !#*' "#+ *#,,#!

$!% $* - SC -(/D $*%0.85( % 210


18/72

8500 250 2100 1

6150

PS*% PS1PS2 23073.33

A% PS*$!

A% 23073.33 6150

A% 3.75

L % 1.4

$!%

$!%


19/72

GA CARGAS

1524

34.44

428.407.2

436.68

PM1 8145.72

PV1 1487.75

PS1 633.47

1487.75

A CARGAS1524

34.44

428.4

504

436.68

PM1 7742.52

PV1 1487.75

PS2 230.27

1487.75

A CARGAS

1524

34.44

428.4

420

PM1 2721.84

PV1 1487.75

PS3 420.5

1487.75

2

3


20/72


21/72

ZAPATA Z1-


L1 H L2




MURO 3.25 2.8 0.15

PV1 AREA: 3.154


L1 H L2LOSA ALIGERADA AREA: 2.545



COLUMNA 0.25 2.8 0.3

MURO 3.25 2.8 0.15

PV2 AREA: 3.154


L1 H L2




COLUMNA 0.25 2.8 0.25

PV2 AREA: 3.154

D!"#:

D % 1

$!% &'('&)"'" !#*' "#+ *#,,#!

$!% $* - SC -(/D $*%0.85


22/72

8500 250 2100 1

6150

PS*% PS1PS2PS3% 1306.44

A% PS*$!

A% 1306.44 6150

A% 2.13

L % 1.46

$!%

$!%


23/72

FACTOR-CARGA CARGAS

300 763.5

2400 34.44

2400 206.642400 07.2

1800 2457

PM1 4683.78

PV1 788.5

PS1 5472.28

250 788.5

ACTOR-CARGA CARGAS300 763.5

2400 34.44

2400 206.64

2400 504

1800 2457

PM1 4280.58

PV1 788.5

PS2 506.08

250 788.5

ACTOR-CARGA CARGAS

300 763.5

2400 34.44

2400 206.64

2400 420

PM1 173.58

PV1 788.5

PS3 2528.08

250 788.5

SC % 2502

( % 21003


24/72


25/72

ZAPATA Z1-A


L1 H L2




MURO 1.82 2.8 0.15

PV1 AREA: 5.256


L1 H L2LOSA ALIGERADA AREA: 3.1



COLUMNA 0.25 2.8 0.3

MURO 1.82 2.8 0.15

PV2 AREA: 5.256


L1 H L2




COLUMNA 0.25 2.8 0.25

PV2 AREA: 5.256

D!"#:

D % 1

$!% &'('&)"'" !#*' "#+ *#,,#!

$!% $* - SC -(/D $*%0.85


26/72

8500 250 2100 1

6150

PS*% PS1PS2PS3% 12835.5

A% PS*$!

A% 12835.5 6150

A% 2.0

L % 1.44

$!%

$!%


27/72

FACTOR-CARGA CARGAS

300 5.7

2400 34.44

2400 127.682400 07.2

1800 1375.2

PM1 371.4

PV1 1314

PS1 5033.4

250 1314

ACTOR-CARGA CARGAS300 5.7

2400 34.44

2400 127.68

2400 504

1800 1375.2

PM1 3316.74

PV1 1314

PS2 4630.74

250 1314

ACTOR-CARGA CARGAS

300 5.7

2400 34.44

2400 127.68

2400 420

PM1 1856.82

PV1 1314

PS3 3170.82

250 1314

SC % 2502

( % 21003


28/72


29/72

ZAPATA Z2-


L1 H L2



COLUMNA 0.3 4.2 0.3

MURO 3.11 2.8 0.15

PV1 AREA: 14.22





COLUMNA 0.25 2.8 0.3

MURO 3.11 2.8 0.15

PV2 AREA: 14.22


L1 H L2




COLUMNA 0.25 2.8 0.25

PV2 AREA: 14.22

D!"#:

$!% &'('&)"'" !#*' "#+ *#,,#!

$!% $* - SC -(/D $*%0.85


30/72

D % 1

8500 250 2100 1

6150

PS*% PS1PS2PS3% 32270.28

A% PS*$!

A% 32270.28 6150

A% 5.25

L % 2.2

$!%

$!%


31/72

CTOR-CARGA CARGAS

300 3688.8

2400 68.882400 618.24

2400 07.2

1800 2351.16

PM1 8264.28

PV1 3573

PS1 11837.28

250 3573

CTOR-CARGA CARGAS

300 3688.8

2400 68.88

2400 618.24

2400 504

1800 2351.16

PM1 7861.08

PV1 3573

PS2 11434.08

250 3573

CTOR-CARGA CARGAS

300 3688.8

2400 68.88

2400 618.24

2400 420

PM1 5425.2

PV1 3573

PS3 88.2

250 3573

C % 2502


32/72

( % 21003


33/72

ZAPATA Z2-C


L1 H L2



COLUMNA 0.3 4.2 0.3

MURO 4.0 2.8 0.15

PV1 AREA: 1.327





COLUMNA 0.25 2.8 0.3

MURO 4.0 2.8 0.15

PV2 AREA: 1.327


L1 H L2




COLUMNA 0.25 2.8 0.25

PV2 AREA: 1.327

D!"#:

$!% &'('&)"'" !#*' "#+ *#,,#!

$!% $* - SC -(/D $*%0.85


34/72

D % 1

8500 250 2100 1

6150

PS*% PS1PS2 41605.11

A% PS*$!

A% 41605.11 6150

A% 6.77

L % 2.60

$!%

$!%


35/72

CTOR-CARGA CARGAS

300 5003.1

2400 585.62400 776.16

2400 07.2

1800 302.04

PM1 10364.1

PV1 4831.75

PS1 1515.85

250 4831.75

CTOR-CARGA CARGAS

300 5003.1

2400 585.6

2400 776.16

2400 504

1800 302.04

PM1 60.

PV1 4831.75

PS2 1472.65

250 4831.75

CTOR-CARGA CARGAS

300 5003.1

2400 585.6

2400 776.16

2400 420

PM1 6784.86

PV1 4831.75

PS3 11616.61

250 4831.75

C % 2502


36/72

( % 21003


37/72

ZAPATA Z2-D


L1 H L2



COLUMNA 0.3 4.2 0.3

MURO 1.82 2.8 0.15

PV1 AREA: 14.38





COLUMNA 0.25 2.8 0.3

MURO 1.82 2.8 0.15

PV2 AREA: 14.38


L1 H L2




COLUMNA 0.25 2.8 0.25

PV2 AREA: 14.38

D!"#:

$!% &'('&)"'" !#*' "#+ *#,,#!

$!% $* - SC -(/D $*%0.85


38/72

D % 1

8500 250 2100 1

6150

PS*% PS1PS2 3036.15

A% PS*$!

A% 3036.15 6150

A% 4.4

L % 2.22

$!%

$!%


39/72

CTOR-CARGA CARGAS

300 3712.8

2400 718.082400 576.24

2400 07.2

1800 1375.2

PM1 720.24

PV1 357.25

PS1 10887.4

250 357.25

CTOR-CARGA CARGAS

300 3712.8

2400 718.08

2400 576.24

2400 504

1800 1375.2

PM1 6887.04

PV1 357.25

PS2 10484.2

250 357.25

CTOR-CARGA CARGAS

300 3712.8

2400 718.08

2400 576.24

2400 420

PM1 5427.12

PV1 357.25

PS3 024.37

250 357.25

C % 2502


40/72

( % 21003


41/72

ZAPATA Z2-E


L1 H L2

LOSA ALIGERADA AREA: .878


COLUMNA 0.3 4.2 0.3

MURO 3.51 2.8 0.15

PV1 AREA: 11.203





COLUMNA 0.25 2.8 0.3

MURO 3.51 2.8 0.15

PV2 AREA: 11.203


L1 H L2




COLUMNA 0.25 2.8 0.25

PV2 AREA: 11.203

D!"#:

$!% &'('&)"'" !#*' "#+ *#,,#!

$!% $* - SC -(/D $*%0.85


42/72

D % 1

8500 250 2100 1

6150

PS*% PS1PS2 2725.65

A% PS*$!

A% 2725.65 6150

A% 4.54

L % 2.13

$!%

$!%


43/72

CTOR-CARGA CARGAS

300 263.4

2400 718.082400 446.88

2400 07.2

1800 2653.56

PM1 768.12

PV1 2800.75

PS1 1048.87

250 2800.75

CTOR-CARGA CARGAS

300 263.4

2400 718.08

2400 446.88

2400 504

1800 2653.56

PM1 7285.2

PV1 2800.75

PS2 10086.67

250 2800.75

CTOR-CARGA CARGAS

300 263.4

2400 718.08

2400 446.88

2400 420

PM1 4548.36

PV1 2800.75

PS3 734.11

250 2800.75

C % 2502


44/72

( % 21003


45/72

ZAPATA Z2-


L1 H L2



COLUMNA 0.3 4.2 0.3

MURO 3.64 2.8 0.15

PV1 AREA: 6.015





COLUMNA 0.25 2.8 0.3

MURO 3.64 2.8 0.15

PV2 AREA: 6.015


L1 H L2




COLUMNA 0.25 2.8 0.25

PV2 AREA: 6.015

D!"#:

$!% &'('&)"'" !#*' "#+ *#,,#!

$!% $* - SC -(/D $*%0.85


46/72

D % 1

8500 250 2100 1

6150

PS*% PS1PS2 1071.6

A% PS*$!

A% 1071.6 6150

A% 3.10

L % 1.76

$!%

$!%


47/72

CTOR-CARGA CARGAS

300 1486.2

2400 68.882400 223.44

2400 07.2

1800 2751.84

PM1 6067.56

PV1 1503.75

PS1 7571.31

250 1503.75

CTOR-CARGA CARGAS

300 1486.2

2400 68.88

2400 223.44

2400 504

1800 2751.84

PM1 5664.36

PV1 1503.75

PS2 7168.11

250 1503.75

CTOR-CARGA CARGAS

300 1486.2

2400 68.88

2400 223.44

2400 420

PM1 2828.52

PV1 1503.75

PS3 4332.27

250 1503.75

C % 2502


48/72

( % 21003


49/72

ZAPATA Z1-AA


L1 H L2



COLUMNA 0.3 4.2 0.3

MURO 4.2 2.8 0.15

PV1 AREA: 3.483





COLUMNA 0.25 2.8 0.3

MURO 4.2 2.8 0.15

PV2 AREA: 3.483


L1 H L2




COLUMNA 0.25 2.8 0.25

PV2 AREA: 3.483

D!"#:

$!% &'('&)"'" !#*' "#+ *#,,#!

$!% $* - SC -(/D $*%0.85


50/72

D % 1

8500 250 2100 1

6150

PS*% PS1PS2 14787.15

A% PS*$!

A% 14787.15 6150

A% 2.40

L % 1.55

$!%

$!%


51/72

CTOR-CARGA CARGAS

300 41.1

2400 34.442400 127.68

2400 07.2

1800 371.52

PM1 554.4

PV1 870.75

PS1 6465.6

250 870.75

CTOR-CARGA CARGAS

300 41.1

2400 34.44

2400 127.68

2400 504

1800 371.52

PM1 511.74

PV1 870.75

PS2 6062.4

250 870.75

CTOR-CARGA CARGAS

300 41.1

2400 34.44

2400 127.68

2400 420

PM1 1388.22

PV1 870.75

PS3 2258.7

250 870.75

C % 2502


52/72

( % 21003


53/72

ZAPATA Z2-


L1 H L2



COLUMNA 0.3 4.2 0.3

MURO 5.3 2.8 0.15

PV1 AREA: 7.707





COLUMNA 0.25 2.8 0.3

MURO 5.3 2.8 0.15

PV2 AREA: 7.707


L1 H L2




COLUMNA 0.25 2.8 0.25

PV2 AREA: 7.707

D!"#:

$!% &'('&)"'" !#*' "#+ *#,,#!

$!% $* - SC -(/D $*%0.85


54/72

D % 1

8500 250 2100 1

6150

PS*% PS1PS2 24464.31

A% PS*$!

A% 24464.31 6150

A% 3.8

L % 1.

$!%

$!%


55/72

CTOR-CARGA CARGAS

300 171.3

2400 368.642400 561.12

2400 07.2

1800 4074.84

PM1 7883.1

PV1 126.75

PS1 80.85

250 126.75

CTOR-CARGA CARGAS

300 171.3

2400 368.64

2400 561.12

2400 504

1800 4074.84

PM1 747.

PV1 126.75

PS2 406.65

250 126.75

CTOR-CARGA CARGAS

300 171.3

2400 368.64

2400 561.12

2400 420

PM1 3321.06

PV1 126.75

PS3 5247.81

250 126.75

C % 2502


56/72

( % 21003


57/72

ZAPATA Z2-CC


L1 H L2


ESCALERA - VIGA CHATA 0.2 0.2 1.1VIGA SECUNDARIA 0.2 0.35 4.62

COLUMNA 0.3 4.2 0.3

MURO 5.74 2.8 0.15

PV1 AREA: 10.423



ESCALERA - VIGA CHATA 0.2 0.2 1.1


COLUMNA 0.25 2.8 0.3

MURO 5.74 2.8 0.15

PV2 AREA: 10.423


L1 H L2


ESCALERA - VIGA CHATA 0.2 0.2 1.1


COLUMNA 0.25 2.8 0.25

PV2 AREA: 10.423

D!"#:

$!% &'('&)"'" !#*' "#+ *#,,#!

$!% $* - SC -(/D $*%0.85


58/72

D % 1

8500 250 2100 1

6150

PS*% PS1PS2 230.4

A% PS*$!

A% 230.4 6150

A% 4.77

L % 2.18

$!%

$!%


59/72

CTOR-CARGA CARGAS

300 2701.2

2400 183.362400 776.16

2400 07.2

1800 433.44

PM1 807.36

PV1 2605.75

PS1 11513.11

250 2605.75

CTOR-CARGA CARGAS

300 2701.2

2400 183.36

2400 776.16

2400 504

1800 433.44

PM1 8504.16

PV1 2605.75

PS2 1110.1

250 2605.75

CTOR-CARGA CARGAS

300 2701.2

2400 183.36

2400 776.16

2400 420

PM1 4080.72

PV1 2605.75

PS3 6686.47

250 2605.75

C % 2502


60/72

( % 21003


61/72

ZAPATA Z2-DD


L1 H L2



COLUMNA 0.3 4.2 0.3

MURO 3.36 2.8 0.15

PV1 AREA: 7.76





COLUMNA 0.25 2.8 0.3

MURO 3.36 2.8 0.15

PV2 AREA: 7.76


L1 H L2




COLUMNA 0.25 2.8 0.25

PV2 AREA: 7.76

D!"#:

$!% &'('&)"'" !#*' "#+ *#,,#!

$!% $* - SC -(/D $*%0.85


62/72

D % 1

8500 250 2100 1

6150

PS*% PS1PS2 2083.8

A% PS*$!

A% 2083.8 6150

A% 3.41

L % 1.85

$!%

$!%


63/72

CTOR-CARGA CARGAS

300 1870.5

2400 34.442400 530.88

2400 07.2

1800 2540.16

PM1 618.18

PV1 140

PS1 8138.18

250 140

CTOR-CARGA CARGAS

300 1870.5

2400 34.44

2400 530.88

2400 504

1800 2540.16

PM1 574.8

PV1 140

PS2 7734.8

250 140

CTOR-CARGA CARGAS

300 1870.5

2400 34.44

2400 530.88

2400 420

PM1 3170.82

PV1 140

PS3 5110.82

250 140

C % 2502


64/72

( % 21003


65/72

ZAPATA Z2-EE


L1 H L2



COLUMNA 0.3 4.2 0.3

MURO 2.55 2.8 0.15

PV1 AREA: 6.041





COLUMNA 0.25 2.8 0.3

MURO 2.55 2.8 0.15

PV2 AREA: 6.041


L1 H L2




COLUMNA 0.25 2.8 0.25

PV2 AREA: 6.041

D!"#:

$!% &'('&)"'" !#*' "#+ *#,,#!

$!% $* - SC -(/D $*%0.85


66/72

D % 1

8500 250 2100 1

6150

PS*% PS1PS2 17168.7

A% PS*$!

A% 17168.7 6150

A% 2.7

L % 1.67

$!%

$!%


67/72

CTOR-CARGA CARGAS

300 1520.1

2400 368.642400 428.4

2400 07.2

1800 127.8

PM1 5152.14

PV1 1510.25

PS1 6662.3

250 1510.25

CTOR-CARGA CARGAS

300 1520.1

2400 368.64

2400 428.4

2400 504

1800 127.8

PM1 4748.4

PV1 1510.25

PS2 625.1

250 1510.25

CTOR-CARGA CARGAS

300 1520.1

2400 368.64

2400 428.4

2400 420

PM1 2737.14

PV1 1510.25

PS3 4247.3

250 1510.25

C % 2502


68/72

( % 21003


69/72

ZAPATA Z2-A


L1 H L2



COLUMNA 0.3 4.2 0.3

MURO 3.25 2.8 0.15

PV1 AREA: 3.244





COLUMNA 0.25 2.8 0.3

MURO 3.25 2.8 0.15

PV2 AREA: 3.244


L1 H L2




COLUMNA 0.25 2.8 0.25

PV2 AREA: 3.244

D!"#:

$!% &'('&)"'" !#*' "#+ *#,,#!

$!% $* - SC -(/D $*%0.85


70/72

D % 1

8500 250 2100 1

6150

PS*% PS1PS2 15204.72

A% PS*$!

A% 15204.72 6150

A% 2.47

L % 1.57

$!%

$!%


71/72

CTOR-CARGA CARGAS

350 1232.14

2400 518.42400 258.3

2400 07.2

1800 2457

PM1 5373.04

PV1 811

PS1 6184.04

250 811

CTOR-CARGA CARGAS

350 1232.14

2400 518.4

2400 258.3

2400 504

1800 2457

PM1 46.84

PV1 811

PS2 5780.84

250 811

CTOR-CARGA CARGAS

350 1232.14

2400 518.4

2400 258.3

2400 420

PM1 2428.84

PV1 811

PS3 323.84

250 811

C % 2502


72/72

( % 21003

Documents

PREDIMENSIONAMIENTO DE ZAPATAS.xlsx