7/25/2019 calculo estructural FABY

1/48

DISEO DE LOSA ALIGERADA, DE 6 METROS

DATOS

L 4

Peralte L/25 0.16Peralte H 0.2

CARGA MUERTA !DPe"# $e l#"a %&/'2 (00Pe"# $e a)a*a$#" %&/'2 100Pe"# $e ta*. E+-. %&/'2 1(0

%&/'2 5(0CARGA IA !L

"/) %&/'2 250#tra" )ar&a" %&/'2

!L 250C#"tate !D CD 1.5C#"tate !L CL 1.! C$ 3 !$ Cl3!l 1245A)# $e -&eta ' 0.4! ! 3 4

CALCULO M. E. P.MI 7M$ !3L3L/12 664

RIGIDECES 86

a9#:# 1 86

e'9#tra'-e 0 0 0CROOS A;

7/25/2019 calculo estructural FABY

2/48

DIIDE/2 70.65SUMA 70.65

MULTIPLICA 0 0DIIDE/2 70.15

SUMA 70.15MULTIPLICA 0 0

DIIDE/2 70.1SUMA 70.1

MULTIPLICA 0 0DIIDE/2 70.0(

SUMA 70.0(MULTIPLICA 0 0

DIIDE/2 70.05SUMA 70.05

MULTIPLICA 0 0DIIDE/2 70.01

SUMA 70.01MULTIPLICA 0 0

DIIDE/2 70.02SUMA 70.02

MULTIPLICA 0 0DIIDE/2 0

SUMA 0MULTIPLICA 0 0

DIIDE/2 70.01SUMA 70.01

MULTIPLICA 0 0DIIDE/2 0

SUMA 0MULTIPLICA 0 0

DIIDE/2 0SUMA 0

MULTIPLICA 0 0DIIDE/2 0

SUMA 0MULTIPLICA 0 0

DIIDE/2 0SUMA 0

MULTIPLICA 0 0DIIDE/2 0

SUMA 0MULTIPLICA 0 0

DIIDE/2 0SUMA 0

MULTIPLICA 0 0DIIDE/2 0

SUMA 00 642.6

7/25/2019 calculo estructural FABY

3/48

ALOR A>SOLUTO DE Mt#" 0 642.6

A?ALISIS POR TRAMOR- ! L /2

7/25/2019 calculo estructural FABY

4/48

A"

7/25/2019 calculo estructural FABY

5/48

REDO?DEAR 2

4 (

0.16 0.120.2 0.2

%&/'2 (00 %&/'2 (00%&/'2 100 %&/'2 100%&/'2 1(0 %&/'2 1(0%&/'2 5(0 %&/'2 5(0

%&/'2 250 %&/'2 250%&/'2 %&/'2

250 2501.5 1.51. 1.

1245 1245' 0.4 ' 0.4

4 4

7664 664 7664 (8(.5

86 1024

586 86 86 1024

0.4( 0.58 0.4( 0.58> C

70.4( 70.58 70.4( 70.587664 664 7664 (8(.5

0 720.50 0 124.2 165.50 62.46 0 72.

62.46 72.

726.6 7(5.6 (5.6 48.20 18. 718. 72(.618. 741.4

78.65 710.15 18. 2(.60 . 75.0 711.1

. 716.267(.( 75.08 6. .28

0 (.5 72.54 711.((.5 71(.2

71.51 72 5. 8.(

0 ( 71 72.24( 7(.2471 2 71 81 1 ( 1 5

7/25/2019 calculo estructural FABY

6/48

0 0.8 70.6 7(.040.8 7(.

70.( 70.4 1.6 2.220 0.4 70.2 70.4

0.4 70.670.(6 70.4 0.( 0.(

0 0.15 70.24 70.860.15 71

70.06 70.0 0.4( 0.580 0.22 70.05 70.11

0.22 70.1670.0 70.1( 0.08 0.0

0 0.04 70.08 70.10.04 70.26

70.02 70.02 0.11 0.150 0.06 70.01 70.0(

0.06 70.0470.0( 70.0( 0.02 0.02

0 0.01 70.02 70.050.01 70.08

0 70.01 0.0( 0.040 0.02 70.01 70.01

0.02 70.0270.01 70.01 0.01 0.01

0 0.01 70.01 70.020.01 70.0(

0 70.01 0.01 0.020 0.01 70.01 70.01

0.01 70.020 70.01 0.01 0.010 0.01 70.01 70.01

0.01 70.020 70.01 0.01 0.010 0.01 70.01 70.01

0.01 70.020 70.01 0.01 0.010 0.01 70.01 70.01

0.01 70.020 70.01 0.01 0.010 0.01 70.01 70.01

0.01 70.020 70.01 0.01 0.010 0.01 70.01 70.01

0.01 70.020 70.01 0.01 0.010 0.01 70.01 70.01

0.01 70.027806.01 806.01 746.55 46.54

7/25/2019 calculo estructural FABY

7/48

806.01 806.01 46.55 46.54

104.(8 840.64(.6( 85(.42.11 1.4

1. 1.51(8.4 54.150.4 1.010.6( 1.05

' 0.4 ' 0.40.2 0.2

4.88 64144.0( 65(.

746.( 7((.46728.6 7(55.1(8.4 54.15

)'2 0.1 )'2 0.55)'2 0.4 )'2 0.5)'2 0.6( )'2 0.0

46.( ((.464.( (22.6

(58. (.84.( (.8

28.6 (55.12(0.( (20.02

(65.82 10.((65.82 (55.1

(8.4 54.15428.(2 65.(2

425.0( 112.0(

428.(2 112.0(

)'2

)'2

1/2 (/

E *arra $e a)er# 1 (/

E *arra $e a)er# 1 (/

7/25/2019 calculo estructural FABY

8/48

(/ (/(/ (/

0.0128 0.1524 0.0128 0.1524' 0.4 ' 0.4' 0.25 ' 0.185

0.4 0.4

0.4 Err502

0.8 Err502

1.5 1.25 1.1 Err:502

1/2 1/2 3/8 3/8

3/8 3/8

0.4 1.010.4 Err502

0.6 0.0.4 Err502

0.6( 1.050.54 Err502

0.8 0.680.8 Err502

7/25/2019 calculo estructural FABY

9/48

4 4

0.16 0.160.2 0.2

%&/'2 (00 %&/'2 (00%&/'2 100 %&/'2 100%&/'2 1(0 %&/'2 1(0%&/'2 5(0 %&/'2 5(0

%&/'2 250 %&/'2 250%&/'2 %&/'2

250 2501.5 1.51. 1.

1245 1245' 0.4 ' 0.4

4 4

7(8(.5 664 7664 664

86 86

1024 86 86 86

0.58 0.4( 0.5 0.5D E

70.58 70.4( 70.5 70.57(8(.5 664 7664 664

20.5 07165.5 7124.2 0 0

2. 0 762.46 02. 762.46

748.2 7(5.6 (1.2( (1.2(2(.6 15.62 718. 74.62(.22 7112.42

722.(6 716.6 56.21 56.2111. 2.11 7.4( 74.45

(.1 712.722.85 718.16 6.44 6.444.64 (.22 7.5 71.1

8.6 726.8874.4 7(.( 1(.( 1(.(

(.8 6.8 71.6 71.410.68 7(.076 0 74 5 1 55 1 55

7/25/2019 calculo estructural FABY

10/48

0.( 0.8 72.( 7(.81.81 76.18

70.8 70.84 (.0 (.01.11 1.55 70.(8 70.(

2.66 70.8571.52 71.14 0.( 0.(

0.2 0.1 70.58 70.60.( 71.4(

70.22 70.18 0.82 0.820.2 0.(6 70.0 70.1

0.65 70.170.(8 70.2 0.1 0.10.05 0.05 70.14 70.2

0.1 70.(470.06 70.04 0.18 0.180.0 0.0 70.02 70.0(

0.18 70.0570.1 70.08 0.0( 0.0(0.01 0.02 70.04 70.05

0.0( 70.070.02 70.01 0.05 0.050.02 0.0( 70.01 70.01

0.05 70.0270.0( 70.02 0.01 0.010.01 0.01 70.01 70.02

0.02 70.0(70.01 70.01 0.02 0.020.01 0.01 70.01 70.01

0.02 70.0270.01 70.01 0.01 0.010.01 0.01 70.01 70.01

0.02 70.0270.01 70.01 0.01 0.010.01 0.01 70.01 70.01

0.02 70.0270.01 70.01 0.01 0.010.01 0.01 70.01 70.01

0.02 70.0270.01 70.01 0.01 0.010.01 0.01 70.01 70.01

0.02 70.0270.01 70.01 0.01 0.010.01 0.01 70.01 70.01

0.02 70.0270.01 70.01 0.01 0.010.01 0.01 70.01 70.01

0.02 70.027515.84 515.85 765(.1( 65(.2

7/25/2019 calculo estructural FABY

11/48

515.84 515.85 65(.1( 65(.2

61.66 45.4110(0.(4 1046.5

1.( 1.

2.08 2.1412.85 244.10.64 0.10.8 1.11

' 0.4 ' 0.40.2 0.2

62.06 45.1(0.84 46.

7(1(.46 7454.1674(8.1 76(6.28412.85 244.1

)'2 0.51 )'2 0.85)'2 0.82 )'2 1.08)'2 0.65 )'2 0.(

(1(.46 454.16228.6 51.1

20.4 (20.55(1(.46 51.1

4(8.1 6(6.28508.58 42.1(

(6.51 65.21508.58 65.21

412.85 244.1425.1( (1(.8

216.55 (06.(

425.1( (1(.8

(/ 1/2

7/25/2019 calculo estructural FABY

12/48

1/2 1/2(/ (/

0.0128 0.1524 0.0128 0.1524' 0.4 ' 0.4' 0.25 ' 0.25

0.4 0.4

0.6 0.(

0.8 1.11

Err:502 1.1 1.4 1.35

3/8 3/8 1/2 1/2

3/8 3/8

0.64 0.10.54 0.(

0.6 0.80.6 0.(

0.8 1.110.5 0.(

0.8 1.00.8 1.11

7/25/2019 calculo estructural FABY

13/48

4

0.160.2

%&/'2 (00%&/'2 100%&/'2 1(0%&/'2 5(0

%&/'2 250%&/'2

2501.51.

1245' 0.4

4

7664 664 7664

86

86 586 86

0.58 0.4( 1 0

70.58 70.4( 717664 664 7664

0 76640 0 664 00 ((2 0

((2 0

71.24 7142.86 0 015.62 0 781.(15.62 781.(

7. 76.82 81.( 02.11 (5.6 7(.(6

6(. 7(.(67(6.(8 728.4( (.(6 0(.22 1.6 71(.82

4. 71(.8272.8 72.11 1(.82 0

6.8 6.6 71.061(.56 71.0678 8( 75 ( 1 06 0

7/25/2019 calculo estructural FABY

14/48

0.8 0.5( 72.21.(1 72.2

70.85 70.56 2.2 01.55 1.46 70.2

(.01 70.271.82 71.2 0.2 0

0.1 0.14 70.650.(( 70.65

70.1 70.14 0.65 00.(6 0.(( 70.08

0.6 70.0870.( 70.( 0.08 00.05 0.04 70.15

0.0 70.1570.05 70.04 0.15 00.0 0.0 70.02

0.18 70.0270.1 70.08 0.02 00.02 0.01 70.04

0.0( 70.0470.02 70.01 0.04 00.0( 0.02 70.01

0.05 70.0170.0( 70.02 0.01 00.01 0.01 70.01

0.02 70.0170.01 70.01 0.01 00.01 0.01 70.01

0.02 70.0170.01 70.01 0.01 00.01 0.01 70.01

0.02 70.0170.01 70.01 0.01 00.01 0.01 70.01

0.02 70.0170.01 70.01 0.01 00.01 0.01 70.01

0.02 70.0170.01 70.01 0.01 00.01 0.01 70.01

0.02 70.0170.01 70.01 0.01 00.01 0.01 70.01

0.02 70.0170.01 70.01 0.01 00.01 0.01 70.01

0.02 70.01755.55 55.58 70.01 0

7/25/2019 calculo estructural FABY

15/48

55.55 55.58 0.01 0

120.82.112.4(

1.58614.140.6

0' 0.4

0.2

1110.262.51

760(.6(166.(8614.14

)'2 1.01 )'2)'2 0.28 )'2)'2 0.8 )'2

60(.6(46.1(

6(2.66(2.6

166.(8101.

164.4166.(8

614.14(5.84

602.21

614.14

1/2

7/25/2019 calculo estructural FABY

16/48

(/1/2

0.0128 0.1524' 0.4' 0.25

0.4

0.

0

1.55 1.4 0.4

1/2 1/2 3/8

1/2

0.60.

0.0.

00

00

7/25/2019 calculo estructural FABY

17/48

DISEO DE LOSA ALIGERADA, DE 6 METROS

DATOS

L 4

Peralte L/25 0.16Peralte H 0.2

CARGA MUERTA !DPe"# $e l#"a %&/'2 (00Pe"# $e a)a*a$#" %&/'2 100Pe"# $e ta*. E+-. %&/'2 1(0

%&/'2 5(0CARGA IA !L

"/) %&/'2 250#tra" )ar&a" %&/'2

!L 250C#"tate !D CD 1.5C#"tate !L CL 1.! C$ 3 !$ Cl3!l 1245A)# $e -&eta ' 0.4! ! 3 4

CALCULO M. E. P.MI 7M$ !3L3L/12 664

RIGIDECES 86

a9#:# 1 86e'9#tra'-e 0 0 0CROOS A;

7/25/2019 calculo estructural FABY

18/48

DIIDE/2 70.SUMA 70.

MULTIPLICA 0 0DIIDE/2 70.6

SUMA 70.6MULTIPLICA 0 0

DIIDE/2 70.14SUMA 70.14

MULTIPLICA 0 0DIIDE/2 70.18

SUMA 70.18MULTIPLICA 0 0

DIIDE/2 70.0(SUMA 70.0(

MULTIPLICA 0 0DIIDE/2 70.04

SUMA 70.04MULTIPLICA 0 0DIIDE/2 70.01

SUMA 70.01MULTIPLICA 0 0

DIIDE/2 70.01SUMA 70.01

MULTIPLICA 0 0DIIDE/2 0

SUMA 0MULTIPLICA 0 0

DIIDE/2 70.01SUMA 70.01

MULTIPLICA 0 0DIIDE/2 0

SUMA 0MULTIPLICA 0 0

DIIDE/2 0SUMA 0

MULTIPLICA 0 0DIIDE/2 0

SUMA 0MULTIPLICA 0 0

DIIDE/2 0SUMA 0

MULTIPLICA 0 0DIIDE/2 0

SUMA 0MULTIPLICA 0 0

7/25/2019 calculo estructural FABY

19/48

DIIDE/2 0SUMA 0

MULTIPLICA 0 0DIIDE/2 0

SUMA 00 6((.(

ALOR A>SOLUTO DE Mt#" 0 6((.(

A?ALISIS POR TRAMOR- ! L /2

7/25/2019 calculo estructural FABY

20/48

0.4-e@-#e"

@- C1 0.(

$ C1 0.1

A"

7/25/2019 calculo estructural FABY

21/48

REDO?DEAR 2

4 (

0.16 0.120.2 0.2

%&/'2 (00 %&/'2 (00%&/'2 100 %&/'2 100%&/'2 1(0 %&/'2 1(0%&/'2 5(0 %&/'2 5(0

%&/'2 250 %&/'2%&/'2 %&/'2

250 01.5 1.51. 1.

1245 85' 0.4 ' 0.4

4 (1

7664 664 7664 2(.5

86 1024

586 86 86 10240.4( 0.58 0.4( 0.58> C

70.4( 70.58 70.4( 70.587664 664 7664 2(.5

0 7425.50 0 12.8 242.540 1.4 0 7121.28

1.4 7121.287(.(4 752.15 52.15 6.12

0 26.0 726.0 7(4.5626.0 760.64

711.21 714.8 26.0 (4.560 1(.04 78.44 711.5

1(.04 71.475.61 78.4( .14 10.

0 4.08 7(.82 711.04.08 714.1

71.85 72.(2 6.(8 .44

7/25/2019 calculo estructural FABY

22/48

0 (.1 71.16 71.86(.1 72.2

71.(8 71.2 1.26 1.660 0.6( 70.1 72.8

0.6( 7(.6170.28 70.(6 1.55 2.06

0 0.8 70.1 70.(0.8 70.4

70.(4 70.44 0.21 0.280 0.11 70.22 70.65

0.11 70.870.05 70.06 0.(8 0.5

0 0.1 70.0( 70.060.1 70.0

70.0 70.11 0.04 0.050 0.02 70.06 70.16

0.02 70.2270.01 70.01 0.0 0.1(0 0.05 70.01 70.02

0.05 70.0(70.02 70.0( 0.01 0.02

0 0.01 70.02 70.040.01 70.06

0 70.01 0.0( 0.0(0 0.02 70.01 70.01

0.02 70.0270.01 70.01 0.01 0.01

0 0.01 70.01 70.010.01 70.02

0 70.01 0.01 0.010 0.01 70.01 70.01

0.01 70.020 70.01 0.01 0.010 0.01 70.01 70.01

0.01 70.020 70.01 0.01 0.010 0.01 70.01 70.01

0.01 70.020 70.01 0.01 0.010 0.01 70.01 70.01

0.01 70.020 70.01 0.01 0.010 0.01 70.01 70.01

0.01 70.020 70.01 0.01 0.01

7/25/2019 calculo estructural FABY

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0 0.01 70.01 70.010.01 70.02

0 70.01 0.01 0.010 0.01 70.01 70.01

0.01 70.027824.06 824.08 7424.58 424.56

824.06 824.08 424.58 424.56

1080. 488.21.12 486.012.15 1.51.5 1.5

428.(2 765.(20.4 Err5020.54 Err502

' 0.4 ' 0.40.2 0.2

81.2 414.(21.52 412.41

74.( 7(22.672(0.( 7(20.02428.(2 765.(2

)'2 0.( )'2 0.5()'2 0.(8 )'2 0.52)'2 0.68 )'2 0.1

)'2)'2

1/2 (/(/ (/(/ (/

0.0128 0.1524 0.0128 0.1524' 0.4 ' 0.4' 0.25 ' 0.185

E *arra $e a)er# 1 (/E *arra $e a)er# 1 (/

7/25/2019 calculo estructural FABY

24/48

0.4 0.4

0.4 Err502

0.54 Err502

1.35 1.25 0.95 Err:502

1/2 1/2 3/8 3/8

3/8 3/8

7/25/2019 calculo estructural FABY

25/48

4 4

0.16 0.160.2 0.2

%&/'2 (00 %&/'2 (00%&/'2 100 %&/'2 100%&/'2 1(0 %&/'2 1(0%&/'2 5(0 %&/'2 5(0

%&/'2 250 %&/'2 250%&/'2 %&/'2

250 2501.5 1.51. 1.

1245 1245' 0.4 ' 0.4

4 4

72(.5 664 7664 664

86 86

1024 86 86 860.58 0.4( 0.5 0.5D E

70.58 70.4( 70.5 70.572(.5 664 7664 664

425.5 07242.54 712.8 0 0121.28 0 71.4 6.4

121.28 72(.076.12 752.15 11.55 11.55(4.56 5.8 726.0 760.42

40.(4 76.5722. 718.(5 4(.25 4(.2518.2 21.6( 7.6 5.81

(.1 72.8722.1 716.8( 1.4 1.4

5.4 0.85 7.(8 712.666.15 721.0(

7(.51 72.64 10.52 10.52

7/25/2019 calculo estructural FABY

26/48

4.22 5.26 71.(2 0.4.4 70.2

75.4 74.0 0.46 0.460.( 0.2( 72.04 72.6

1.06 74.70.6 70.46 2.45 2.45

1.0( 1.2( 70.2( 70.022.26 70.25

71.2 70.8 0.1( 0.1(0.14 0.08 70.4 70.66

0.21 71.1570.12 70.0 0.5 0.50.25 0.2 70.05 70.0(

0.54 70.070.(1 70.2( 0.04 0.040.0( 0.02 70.12 70.16

0.05 70.270.0( 70.02 0.14 0.140.08 0.08 70.01 70.01

0.14 70.0270.0 70.06 0.01 0.010.01 0.01 70.0( 70.04

0.02 70.0870.01 70.01 0.04 0.040.02 0.02 70.01 70.01

0.04 70.0270.02 70.02 0.01 0.010.01 0.01 70.01 70.01

0.02 70.0270.01 70.01 0.01 0.010.01 0.01 70.01 70.01

0.02 70.0270.01 70.01 0.01 0.010.01 0.01 70.01 70.01

0.02 70.0270.01 70.01 0.01 0.010.01 0.01 70.01 70.01

0.02 70.0270.01 70.01 0.01 0.010.01 0.01 70.01 70.01

0.02 70.0270.01 70.01 0.01 0.010.01 0.01 70.01 70.01

0.02 70.0270.01 70.01 0.01 0.01

7/25/2019 calculo estructural FABY

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0.01 0.01 70.01 70.010.02 70.02

70.01 70.01 0.01 0.010.01 0.01 70.01 70.01

0.02 70.027421.5 421.5 78(2.26 8(2.(

421.5 421.5 8(2.26 8(2.(

1.(( 1020.84108(.68 81.26

1.4 2.052.16 1.5

425.1( (1(.8JDI/0K 0.54 0.(

0.5 0.(

' 0.4 ' 0.40.2 0.2

1.8( 21.1484.08 81.66

7228.6 751.17508.58 742.1(425.1( (1(.8

)'2 0.(8 )'2 0.6)'2 0.4 )'2 0.81)'2 0.68 )'2 0.4

(/ 1/21/2 (/(/ (/

0.0128 0.1524 0.0128 0.1524' 0.4 ' 0.4' 0.25 ' 0.25

7/25/2019 calculo estructural FABY

28/48

0.4 0.4

0.54 0.(

0.5 0.(

Err:502 0.95 1.25 1.35

3/8 3/8 1/2 1/2

3/8 3/8

7/25/2019 calculo estructural FABY

29/48

4

0.160.2

%&/'2 (00%&/'2 100%&/'2 1(0%&/'2 5(0

%&/'2%&/'2

01.51.85

' 0.4(1

7664 424 7424

86

86 586 860.58 0.4( 1 0

70.58 70.4( 717664 424 7424

7240 74241(6. 10(.2 424 0

0 212 51.6212 51.6

7120.4 71.16 751.6 05.8 725. 745.5

720.02 745.511.41 .61 45.5 021.6( 22.8 4.(1

44.42 4.(1725.(2 71.1 74.(1 00.85 72.16 7.55

71.41 7.550. 0.61 .55 0

7/25/2019 calculo estructural FABY

30/48

5.26 4.8 0.(110.04 0.(1

75.82 74.(2 70.(1 00.2( 70.16 72.16

0.08 72.1670.04 70.0( 2.16 0

1.2( 1.0 70.022.(1 70.02

71.(2 70. 0.02 00.08 0.01 70.5

0.0 70.570.05 70.0( 0.5 00.2 0.25 70.02

0.54 70.0270.(1 70.2( 0.02 00.02 0.01 70.12

0.0( 70.1270.02 70.01 0.12 00.08 0.06 70.01

0.1( 70.0170.08 70.06 0.01 00.01 0.01 70.0(

0.02 70.0(70.01 70.01 0.0( 00.02 0.02 70.01

0.04 70.0170.02 70.02 0.01 00.01 0.01 70.01

0.02 70.0170.01 70.01 0.01 00.01 0.01 70.01

0.02 70.0170.01 70.01 0.01 00.01 0.01 70.01

0.02 70.0170.01 70.01 0.01 00.01 0.01 70.01

0.02 70.0170.01 70.01 0.01 00.01 0.01 70.01

0.02 70.0170.01 70.01 0.01 00.01 0.01 70.01

0.02 70.0170.01 70.01 0.01 0

7/25/2019 calculo estructural FABY

31/48

0.01 0.01 70.010.02 70.01

70.01 70.01 0.01 00.01 0.01 70.01

0.02 70.0176((.(4 6((.(6 70.01 0

6((.(4 6((.(6 0.01 0

84.(4488.66

2.51.5

(5.840.

0

' 0.40.2

8(0.84414.06

746.1(101.(5.84

)'2 0.88 )'2)'2 0.18 )'2)'2 0.56 )'2

1/2(/(/

0.0128 0.1524' 0.4' 0.25

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0.4

0.

0

1.25 1.4 0.4

3/8 1/2 3/8

3/8

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DISEO DE LOSA ALIGERADA, DE 6 METROS

DATOS

L 4

Peralte L/25 0.16Peralte H 0.2

CARGA MUERTA !DPe"# $e l#"a %&/'2 (00Pe"# $e a)a*a$#" %&/'2 100Pe"# $e ta*. E+-. %&/'2 1(0

%&/'2 5(0CARGA IA !L

"/) %&/'2#tra" )ar&a" %&/'2

!L 0C#"tate !D CD 1.5C#"tate !L CL 1.! C$ 3 !$ Cl3!l 85A)# $e -&eta ' 0.4! ! 3 (1

CALCULO M. E. P.MI 7M$ !3L3L/12 424

RIGIDECES 86

a9#:# 1 86e'9#tra'-e 0 0 0CROOS A;

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DIIDE/2 70.5SUMA 70.5

MULTIPLICA 0 0DIIDE/2 70.4(

SUMA 70.4(MULTIPLICA 0 0

DIIDE/2 70.11SUMA 70.11

MULTIPLICA 0 0DIIDE/2 70.1(

SUMA 70.1(MULTIPLICA 0 0

DIIDE/2 70.02SUMA 70.02

MULTIPLICA 0 0DIIDE/2 70.04

SUMA 70.04MULTIPLICA 0 0DIIDE/2 70.01

SUMA 70.01MULTIPLICA 0 0

DIIDE/2 70.01SUMA 70.01

MULTIPLICA 0 0DIIDE/2 0

SUMA 0MULTIPLICA 0 0

DIIDE/2 0SUMA 0

MULTIPLICA 0 0DIIDE/2 0

SUMA 0MULTIPLICA 0 0

DIIDE/2 0SUMA 0

MULTIPLICA 0 0DIIDE/2 0

SUMA 0MULTIPLICA 0 0

DIIDE/2 0SUMA 0

MULTIPLICA 0 0DIIDE/2 0

SUMA 0MULTIPLICA 0 0

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DIIDE/2 0SUMA 0

MULTIPLICA 0 0DIIDE/2 0

SUMA 00 (52.68

ALOR A>SOLUTO DE Mt#" 0 (52.68

A?ALISIS POR TRAMOR- ! L /2

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0.4-e@-#e"

@- C1 0.88

$ C1 1.1

A"

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REDO?DEAR 2

4 (

0.16 0.120.2 0.2

%&/'2 (00 %&/'2 (00%&/'2 100 %&/'2 100%&/'2 1(0 %&/'2 1(0%&/'2 5(0 %&/'2 5(0

%&/'2 250 %&/'2 250%&/'2 %&/'2

250 2501.5 1.51. 1.

1245 1245' 0.4 ' 0.4

4 4

7424 664 7664 (8(.5

86 1024

586 86 86 10240.4( 0.58 0.4( 0.58> C

70.4( 70.58 70.4( 70.587424 664 7664 (8(.5

240 720.5710(.2 71(6. 124.2 165.5

0 62.46 76.4 714.462.46 72.

726.6 7(5.6 (5.6 48.20 18. 718. 76.5

18. 724.(78.65 710.15 10.45 1(.5

0 5.2( 75.0 78.55.2( 712.5

72.25 72. 5.41 8.180 2.81 71.4 78.5

2.81 7.(471.18 71.54 4.02 5.(2

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0 2.01 70.88 71.42.01 72.25

70.6 71.15 0.8 1.20 0.4 70.5 72.2

0.4 72.870.21 70.2 1.2 1.5

0 0.6 70.14 70.(0.6 70.44

70.26 70.(4 0.1 0.250 0.1 70.18 70.56

0.1 70.8(70.04 70.06 0.(1 0.42

0 0.16 70.0( 70.080.16 70.1

70.08 70.0 0.04 0.060 0.02 70.05 70.14

0.02 70.170.01 70.01 0.0 0.110 0.04 70.01 70.02

0.04 70.0(70.02 70.02 0.01 0.02

0 0.01 70.01 70.040.01 70.05

0 70.01 0.02 0.0(0 0.01 70.01 70.01

0.01 70.020 70.01 0.01 0.010 0.01 70.01 70.01

0.01 70.020 70.01 0.01 0.010 0.01 70.01 70.01

0.01 70.020 70.01 0.01 0.010 0.01 70.01 70.01

0.01 70.020 70.01 0.01 0.010 0.01 70.01 70.01

0.01 70.020 70.01 0.01 0.010 0.01 70.01 70.01

0.01 70.020 70.01 0.01 0.010 0.01 70.01 70.01

0.01 70.020 70.01 0.01 0.01

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0 0.01 70.01 70.010.01 70.02

0 70.01 0.01 0.010 0.01 70.01 70.01

0.01 70.027566.6 566.61 7585.(2 585.(1

566.6 566.61 585.(2 585.(1

(.2 28.4.1 666.6

2 1.662 1.(4

425.0( 112.0(0.6 0.0.8 0.68

' 0.4 ' 0.40.2 0.2

4.22 828..5 568

7(58. 7(.87(65.82 710.(425.0( 112.0(

)'2 0.5 )'2 0.66)'2 0.6 )'2 0.(1)'2 0.68 )'2 0.18

)'2)'2

(/ (/(/ (/(/ (/

0.00525 0.114( 0.00525 0.114(' 0.4 ' 0.4' 0.25 ' 0.185

E *arra $e a)er# 1 (/E *arra $e a)er# 1 (/

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0.4 0.4

0.6 0.

0.8 0.68

1.5 1.1 1.1 1.4

3/8 3/8 3/8 3/8

3/8 3/8

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4 4

0.16 0.160.2 0.2

%&/'2 (00 %&/'2 (00%&/'2 100 %&/'2 100%&/'2 1(0 %&/'2 1(0%&/'2 5(0 %&/'2 5(0

%&/'2 %&/'2 250%&/'2 %&/'2

0 2501.5 1.51. 1.85 1245

' 0.4 ' 0.4(1 4

7(8(.5 424 7424 664

86 86

1024 86 86 860.58 0.4( 0.5 0.5D E

70.58 70.4( 70.5 70.57(8(.5 424 7424 664

50.5 24072.8 721.82 7120 71202. 760 710.6 0

22. 710.671( 7. 5.4( 5.4(2(.6 2.82 74. 788.52

26.(2 72.42715 711.(2 41.21 41.216.( 20.61 75.66 70.8

28.54 76.44715.8 711.4 (.22 (.22(.5 1.61 75.2 714.21

5.2 720.1(72.6 72.24 10.08 10.08

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2.66 5.04 71.12 70.558.8 71.68

74.( 7(.(1 0.4 0.40.64 0.42 71.66 72.8

1.06 74.6(70.6 70.46 2.(2 2.(2

0.8 1.16 70.2( 70.11.5 70.41

71.11 70.4 0.21 0.210.1( 0.11 70.42 70.65

0.24 71.0870.14 70.1 0.54 0.540.21 0.28 70.05 70.05

0.4 70.170.28 70.21 0.05 0.050.0( 0.0( 70.11 70.15

0.06 70.2670.0( 70.0( 0.1( 0.1(0.06 0.08 70.02 70.02

0.1( 70.0470.08 70.06 0.02 0.020.01 0.01 70.0( 70.04

0.02 70.0870.01 70.01 0.04 0.040.02 0.02 70.01 70.01

0.04 70.0270.02 70.02 0.01 0.010.01 0.01 70.01 70.01

0.02 70.0270.01 70.01 0.01 0.010.01 0.01 70.01 70.01

0.02 70.0270.01 70.01 0.01 0.010.01 0.01 70.01 70.01

0.02 70.0270.01 70.01 0.01 0.010.01 0.01 70.01 70.01

0.02 70.0270.01 70.01 0.01 0.010.01 0.01 70.01 70.01

0.02 70.0270.01 70.01 0.01 0.010.01 0.01 70.01 70.01

0.02 70.0270.01 70.01 0.01 0.01

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0.01 0.01 70.01 70.010.02 70.02

70.01 70.01 0.01 0.010.01 0.01 70.01 70.01

0.02 70.027((4.11 ((4.12 7510.1 510.5

((4.11 ((4.12 510.1 510.5

51. 02.2160.2 10.81.6 1.12.14 2.1

216.55 (06.(0.6 0.80.8 1.0

' 0.4 ' 0.40.2 0.2

52.2 02.61616.6 0.1

720.4 7(20.557(6.51 765.21216.55 (06.(

)'2 0.(4 )'2 0.52)'2 0.6 )'2 1.11)'2 0.(4 )'2 0.4

(/ (/(/ 1/2(/ (/

0.00525 0.114( 0.00525 0.114(' 0.4 ' 0.4' 0.25 ' 0.25

7/25/2019 calculo estructural FABY

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0.4 0.4

0.6 0.8

0.8 1.0

1.1 1.1 1.4 1.1

3/8 3/8 3/8 3/8

3/8 3/8

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4

0.160.2

%&/'2 (00%&/'2 100%&/'2 1(0%&/'2 5(0

%&/'2 250%&/'2

2501.51.

1245' 0.4

4

7664 664 7664

86

86 586 860.58 0.4( 1 0

70.58 70.4( 717664 664 7664

0 76640 0 664 0

760 ((2 0282 0

7155.04 7116.6 0 02.82 0 75.4

2.82 75.471.55 71.18 5.4 020.61 2.24 70.5

4.5 70.572.41 721.44 0.5 01.61 0.( 710.82

1.1 710.8271.0 70.2 10.82 0

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5.04 5.(6 70.4110.4 70.41

75.( 74.48 0.41 00.42 0.21 72.24

0.6( 72.2470.(6 70.28 2.24 0

1.16 1.12 70.142.2 70.14

71.( 70. 0.14 00.11 0.08 70.4

0.1 70.470.1 70.0 0.4 00.28 0.25 70.04

0.52 70.0470.( 70.22 0.04 00.0( 0.02 70.11

0.05 70.1170.0( 70.02 0.11 00.08 0.06 70.01

0.1( 70.0170.08 70.06 0.01 00.01 0.01 70.0(

0.02 70.0(70.01 70.01 0.0( 00.02 0.02 70.01

0.04 70.0170.02 70.02 0.01 00.01 0.01 70.01

0.02 70.0170.01 70.01 0.01 00.01 0.01 70.01

0.02 70.0170.01 70.01 0.01 00.01 0.01 70.01

0.02 70.0170.01 70.01 0.01 00.01 0.01 70.01

0.02 70.0170.01 70.01 0.01 00.01 0.01 70.01

0.02 70.0170.01 70.01 0.01 00.01 0.01 70.01

0.02 70.0170.01 70.01 0.01 0

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0.01 0.01 70.010.02 70.01

70.01 70.01 0.01 00.01 0.01 70.01

0.02 70.0176.1( 6.15 70.01 0

6.1( 6.15 0.01 0

1218.54884.462.441.56

602.210.

0

' 0.40.2

1118.4684.6

76(2.6164.4602.21

)'2 1.08 )'2)'2 0.28 )'2)'2 0.5 )'2

1/2(/1/2

0.00525 0.114(' 0.4' 0.25

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0.4

0.

0

1.5 1.3 0.4

1/2 1/2 3/8

1/2