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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
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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
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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
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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
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(/ (/(/ (/
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
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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
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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
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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
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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
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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
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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((.(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
7/25/2019 calculo estructural FABY
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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;
7/25/2019 calculo estructural FABY
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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
7/25/2019 calculo estructural FABY
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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
7/25/2019 calculo estructural FABY
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0.4-e@-#e"
@- C1 0.88
$ C1 1.1
A"
7/25/2019 calculo estructural FABY
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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
7/25/2019 calculo estructural FABY
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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
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 70.027566.6 566.61 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 (/
7/25/2019 calculo estructural FABY
40/48
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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41/48
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 %&/'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
7/25/2019 calculo estructural FABY
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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
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 70.027((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
44/48
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
7/25/2019 calculo estructural FABY
45/48
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
86 586 860.58 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
7/25/2019 calculo estructural FABY
46/48
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
7/25/2019 calculo estructural FABY
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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
7/25/2019 calculo estructural FABY
48/48
0.4
0.
0
1.5 1.3 0.4
1/2 1/2 3/8
1/2
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