Post on 13-Apr-2018
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METRADO DE CARGAS
DATOS
COLUMNAS 0.40 0.40 m
VIGA P 0.30 0.50 m
LOSA 1er y 2do NIVEL 0.25 m
LOSA 3er NIVEL 0.20 m
H. 1ER NIVEL 3.50 m
H. 2DO NIVEL 3.50 m
H. 3ER NIVEL 3.50 m
METRADO DE CARGAS MUERTAS 1 PISO
ELEMENTO !m" H !m" L !m" Pe PESO r#$o %
C1 0.4 0.4 3.5 2.4 1.34 0.00
C2 0.4 0.4 3.5 2.4 1.34 &.00
C3 0.4 0.4 3.5 2.4 1.34 12.00
C4 0.4 0.4 3.5 2.4 1.34 0.00
C5 0.4 0.4 3.5 2.4 1.34 &.00
C& 0.4 0.4 3.5 2.4 1.34 12.00
C' 0.4 0.4 3.5 2.4 1.34 0.00
C( 0.4 0.4 3.5 2.4 1.34 &.00
VP1 0.3 0.5 5.& 2.4 2.02 3.00
VP2 0.3 0.5 5.& 2.4 2.02 3.00
VP3 0.3 0.5 5.& 2.4 2.02 ).00
VP4 0.3 0.5 5.& 2.4 2.02 3.00
VP5 0.3 0.5 5.& 2.4 2.02 ).00
VP& 0.3 0.5 5.& 2.4 2.02 0.00
VP' 0.3 0.5 5.& 2.4 2.02 &.00
VP( 0.3 0.5 5.& 2.4 2.02 0.00
VP) 0.3 0.5 5.& 2.4 2.02 &.00
VP10 0.3 0.5 5.& 2.4 2.02 12.00
L1 5.' 5.' 0.35 11.3' 3.00
L2 5.' 5.' 0.35 11.3' ).00
L3 5.' 5.' 0.35 11.3' 3.00
A*#+#do, 12.0 &.0 0.1 '.20 &.00
A*#+#do, &.0 &.0 0.1 3.&0 3.00
TOTAL '5.&5
xcm 5.07
ycm 5.07
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L1 5.' 5.' 0.5 1&.25
L1 5.' 5.' 0.5 1&.25
L2 5.' 5.' 0.5 1&.25
4(.'5
PESO TOTAL 124.4 TON
AREA DEL DIAFRAGMA 108.0 M2
PESO TOTAL DE LA EDIFICACION 38.3
D#-o,
U 1.3
P 3&(.3 T 0.30
/ 0.4
S 1.0 C 3.33
R (.0 C 2.50 or orm#
T 0.4
C- 35.0
H 10.5 V= 59.86
!"#$%&c"% x 12.0 !"#$%&c"% y 12.0
'x ( 0. 'y ( 0.
Mo. torsor
NIVEL Pi hi Pi*hi V Fi M x1.000 124.4 3.5 435.4 5).(& 10.1' .10
2.000 124.4 '.0 ('0.( 5).(& 20.35 12.21
3.000 11).5 10.5 1255.2 5).(& 2).33 17.0
Pi hi 2561.4
2).33
2).3
20.3
10.2
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10.1' 1.0
20.35 2.0
2).33 3.0
10.1' 1.0 y
20.35 2.0 y2).33 3.0 y
&.10 1.0 M-
12.21 2.0 M-
1'.&0 3.0 M-
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METRADO DE CARGAS 2 PISO
r#$o PESO % PESO ELEMENTO !m" H !m" L !m"
0.00 0.00 0.00 C1 0.4 0.4 3.5
0.00 (.0& 0.00 C2 0.4 0.4 3.5
0.00 1&.13 0.00 C3 0.4 0.4 3.5
&.00 0.00 (.0& C4 0.4 0.4 3.5
&.00 (.0& (.0& C5 0.4 0.4 3.5
&.00 1&.13 (.0& C& 0.4 0.4 3.5
12.00 0.00 1&.13 C' 0.4 0.4 3.5
12.00 (.0& 1&.13 C( 0.4 0.4 3.5
12.00 &.05 24.1) VP1 0.3 0.5 5.&
&.00 &.05 12.10 VP2 0.3 0.5 5.&
&.00 1(.14 12.10 VP3 0.3 0.5 5.&
0.00 &.05 0.00 VP4 0.3 0.5 5.&
0.00 1(.14 0.00 VP5 0.3 0.5 5.&
).00 0.00 1(.14 VP& 0.3 0.5 5.&
).00 12.10 1(.14 VP' 0.3 0.5 5.&
3.00 0.00 &.05 VP( 0.3 0.5 5.&
3.00 12.10 &.05 VP) 0.3 0.5 5.&
3.00 24.1) &.05 VP10 0.3 0.5 5.&
3.00 34.11 34.11 M1 5.' 5.'
3.00 102.34 34.11 M2 5.' 5.'
).00 34.11 102.34 M3 5.' 5.'
3.00 43.20 21.&0 A*#+#do, 12.0 &.0
).00 10.(0 32.40 A*#+#do, &.0 &.0
3(3.(2 3(3.(2
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L1 5.' 5.'
L2 5.' 5.'
L3 5.' 5.'
PESO TOTAL 124.4
AREA DEL DIAFRAGMA 108.0
para c/eje Mo. Torsor Max.
M y.10 .10
12.21 12.21
17.0 17.0
4).&(
5).(&
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METRADO
Pe PESO r#$o % r#$o PESO % PESO ELEMENTO
2.4 1.34 0.00 0.00 0.00 0.00 C1
2.4 1.34 &.00 0.00 (.0& 0.00 C2
2.4 1.34 12.00 0.00 1&.13 0.00 C3
2.4 1.34 0.00 &.00 0.00 (.0& C4
2.4 1.34 &.00 &.00 (.0& (.0& C5
2.4 1.34 12.00 &.00 1&.13 (.0& C&
2.4 1.34 0.00 12.00 0.00 1&.13 C'
2.4 1.34 &.00 12.00 (.0& 1&.13 C(
2.4 2.02 3.00 12.00 &.05 24.1) VP1
2.4 2.02 3.00 &.00 &.05 12.10 VP2
2.4 2.02 ).00 &.00 1(.14 12.10 VP3
2.4 2.02 3.00 0.00 &.05 0.00 VP4
2.4 2.02 ).00 0.00 1(.14 0.00 VP5
2.4 2.02 0.00 ).00 0.00 1(.14 VP&
2.4 2.02 &.00 ).00 12.10 1(.14 VP'
2.4 2.02 0.00 3.00 0.00 &.05 VP(
2.4 2.02 &.00 3.00 12.10 &.05 VP)
2.4 2.02 12.00 3.00 24.1) &.05 VP10
0.35 11.3' 3.00 3.00 34.11 34.11 M1
0.35 11.3' ).00 3.00 102.34 34.11 M2
0.35 11.3' 3.00 ).00 34.11 102.34 M3
0.1 '.20 &.00 3.00 43.20 21.&0 A*#+#do,
0.1 3.&0 3.00 ).00 10.(0 32.40 A*#+#do,
TOTAL '5.&5 3(3.(2 3(3.(2
xcm 5.07
ycm 5.07
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0.5 1&.25 L1
0.5 1&.25 L1
0.5 1&.25 L2
4(.'5
TON PESO TOTA
M2 AREA DEL
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E CARGAS 3 PISO
!m" H !m" L !m" Pe PESO r#$o % r#$o PESO %
0.4 0.4 3.5 2.4 1.34 0.00 0.00 0.00
0.4 0.4 3.5 2.4 1.34 &.00 0.00 (.0&
0.4 0.4 3.5 2.4 1.34 12.00 0.00 1&.13
0.4 0.4 3.5 2.4 1.34 0.00 &.00 0.00
0.4 0.4 3.5 2.4 1.34 &.00 &.00 (.0&
0.4 0.4 3.5 2.4 1.34 12.00 &.00 1&.13
0.4 0.4 3.5 2.4 1.34 0.00 12.00 0.00
0.4 0.4 3.5 2.4 1.34 &.00 12.00 (.0&
0.3 0.5 5.& 2.4 2.02 3.00 12.00 &.05
0.3 0.5 5.& 2.4 2.02 3.00 &.00 &.05
0.3 0.5 5.& 2.4 2.02 ).00 &.00 1(.14
0.3 0.5 5.& 2.4 2.02 3.00 0.00 &.05
0.3 0.5 5.& 2.4 2.02 ).00 0.00 1(.14
0.3 0.5 5.& 2.4 2.02 0.00 ).00 0.00
0.3 0.5 5.& 2.4 2.02 &.00 ).00 12.10
0.3 0.5 5.& 2.4 2.02 0.00 3.00 0.00
0.3 0.5 5.& 2.4 2.02 &.00 3.00 12.10
0.3 0.5 5.& 2.4 2.02 12.00 3.00 24.1)
5.' 5.' 0.30 ).'5 3.00 3.00 2).24
5.' 5.' 0.30 ).'5 ).00 3.00 ('.'2
5.' 5.' 0.30 ).'5 3.00 ).00 2).24
12.0 &.0 0.1 '.20 &.00 3.00 43.20
&.0 &.0 0.1 3.&0 3.00 ).00 10.(0
TOTAL '0.') 35).4&
xcm 5.08
ycm 5.08
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5.' 5.' 0.5 1&.25
5.' 5.' 0.5 1&.25
5.' 5.' 0.5 1&.25
4(.'5
L 11).5 TON
IAFRAGMA 108.0 M2
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PESO
0.00
0.00
0.00
(.0&
(.0&
(.0&
1&.13
1&.13
24.1)
12.10
12.10
0.00
0.00
1(.14
1(.14
&.05
&.05
&.05
2).24
2).24
('.'2
21.&0
32.40
35).4&
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MATRI* DE FLE+I,ILIDAD - F MATRI* DE RIGIDE*
PORTICO A
0.0003& 0.0004' 0.0004( &&)2.4& 3'0'.1&
F1 ( 0.0004' 0.0010& 0.00120 3'0'.1& 5&1&.)0
0.0004( 0.00120 0.001(4 &55.5( 2&(1.1)
!d#-o, o+-e6do, de7 SAP or *#r8# 96-#r6#"
MATRI* DE FLE+I,ILIDAD - F MATRI* DE RIGIDE*
PORTICO ,
0.0003& 0.0004' 0.0004( &&)2.4& 3'0'.1&
F1 ( 0.0004' 0.0010& 0.00120 3'0'.1& 5&1&.)0
0.0004( 0.00120 0.001(4 &55.5( 2&(1.1)
!d#-o, o+-e6do, de7 SAP or *#r8# 96-#r6#"
MATRI* DE FLE+I,ILIDAD - F MATRI* DE RIGIDE*
PORTICO C
0.0005' 0.000'& 0.000(0 43)&.5' 2455.(4
F1 ( 0.000'& 0.001'& 0.00203 2455.(4 3&0(.3&
0.000(0 0.00203 0.00314 4'0.&2 1'0'.(1
!d#-o, o+-e6do, de7 SAP or *#r8# 96-#r6#"
MATRI* DE FLE+I,ILIDAD - F MATRI* DE RIGIDE*
PORTICO 1
0.0003& 0.0004' 0.0004( &&)2.4& 3'0'.1&
F1 ( 0.0004' 0.0010& 0.00120 3'0'.1& 5&1&.)0
0.0004( 0.00120 0.001(4 &55.5( 2&(1.1)!d#-o, o+-e6do, de7 SAP or *#r8# 96-#r6#"
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MATRI* DE FLE+I,ILIDAD - F MATRI* DE RIGIDE*
PORTICO 20.0003& 0.0004' 0.0004( &&)2.4& 3'0'.1&
F1 ( 0.0004' 0.0010& 0.00120 3'0'.1& 5&1&.)0
0.0004( 0.00120 0.001(4 &55.5( 2&(1.1)
!d#-o, o+-e6do, de7 SAP or *#r8# 96-#r6#"
MATRI* DE FLE+I,ILIDAD - F MATRI* DE RIGIDE*
PORTICO 3
0.0005' 0.000'& 0.000(0 43)&.5' 2455.(4
F1 ( 0.000'& 0.001'& 0.00203 2455.(4 3&0(.3&
0.000(0 0.00203 0.00314 4'0.&2 1'0'.(1
!d#-o, o+-e6do, de7 SAP or *#r8# 96-#r6#"
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ATERAL - / PORTICO A !
! ALFA ,ETA
&55.5( 5.0' 1(0.00 )0.00 5.0' 0.00 0.00
2&(1.1) 5.0' 1(0.00 )0.00 0.00 5.0' 0.00
211&.51 5.0( 1(0.00 )0.00 0.00 0.00 5.0(
ATERAL - / PORTICO , !
! ALFA ,ETA
&55.5( 0.)3 1(0.00 )0.00
0.)3 0.00 0.00
2&(1.1) 0.)3 1(0.00 )0.00 0.00 0.)3 0.00
211&.51 0.)2 1(0.00 )0.00 0.00 0.00 0.)2
ATERAL - / PORTICO C !
! ALFA ,ETA
4'0.&2 &.)3 1(0.00 )0.00 &.)3 0.00 0.00
1'0'.(1 &.)3 1(0.00 )0.00 0.00 &.)3 0.00
1302.'5 &.)2 1(0.00 )0.00 0.00 0.00 &.)2
ATERAL - / PORTICO 1 !
! ALFA ,ETA
&55.5( 5.0' 2'0.00 0.00 5.0' 0.00 0.00
2&(1.1) 5.0' 2'0.00 0.00 0.00 5.0' 0.00
211&.51 5.0( 2'0.00 0.00
0.00 0.00 5.0(
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ATERAL - / PORTICO 2 !
! ALFA ,ETA
&55.5( 0.)3 )0.00 0.00 0.)3 0.00 0.00
2&(1.1) 0.)3 )0.00 0.00 0.00 0.)3 0.00
211&.51 0.)2 )0.00 0.00 0.00 0.00 0.)2
ATERAL - / PORTICO 3 !
! ALFA ,ETA
4'0.&2 &.)3 )0.00 0.00 &.)3 0.00 0.00
1'0'.(1 &.)3 )0.00 0.00 0.00 &.)3 0.00
1302.'5 &.)2 )0.00 0.00 0.00 0.00 &.)2
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COS ,ETA SENO ,ETA SEN- '$%/ %6%/
0 0 0 1 0 0 1 0 0
0 0 0 0 1 0 0 1 0
0 0 0 0 0 1 0 0 1
/ (
COS ,ETA SENO ,ETA SEN- '$%/ %6%/
0 0 0 1 0 0 1 0 0
0 0 0 0 1 0 0 1 0
0 0 0 0 0 1 0 0 1
/ (
COS ,ETA SENO ,ETA SEN- '$%/ %6%/
0 0 0 1 0 0 1 0 0
0 0 0 0 1 0 0 1 0
0 0 0 0 0 1 0 0 1
/ (
COS ,ETA SENO ,ETA SEN- '$%/ %6%/
1 0 0 0 0 0 1 0 0
0 1 0 0 0 0 0 1 0
0 0 1 0 0 0 0 0 1
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COS ,ETA SENO ,ETA SEN- '$%/ %6%/
1 0 0 0 0 0 1 0 0
0 1 0 0 0 0 0 1 0
0 0 1 0 0 0 0 0 1
/ (
COS ,ETA SENO ,ETA SEN- '$%/ %6%/
1 0 0 0 0 0 1 0 0
0 1 0 0 0 0 0 1 0
0 0 1 0 0 0 0 0 1
/ (
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MATRI* TRIDIMENSIONAL DELMATRI/ TRIDIMENSIONAL DEL PORTICO
0 0 0 0 0 0 0
0 0 0 0 0 0 0
0 0 0 0 0 0 0
0 0 0 &&)2 3'0' &5& 33)31
0 0 0 3'0' 5&1' 2&(1 1(')5
0 0 0 &5& 2&(1 211' 3324
0 0 0 33)31 1(')5 3324 1'202)
0 0 0 1(')5 2(4'( 135)4 )52)2
0 0 0 3330 13&20 10'52 1&((5
MATRI* TRIDIMENSIONAL DEL
MATRI/ TRIDIMENSIONAL DEL PORTICO
0 0 0 0 0 0 0
0 0 0 0 0 0 0
0 0 0 0 0 0 0
0 0 0 &&)2 3'0' &5& &224
0 0 0 3'0' 5&1' 2&(1 344(
0 0 0 &5& 2&(1 211' &10
0 0 0 &224 344( &10 5'((
0 0 0 344( 5224 24)4 320&
0 0 0 &03 24&' 1)4' 5&1
MATRI* TRIDIMENSIONAL DELMATRI/ TRIDIMENSIONAL DEL PORTICO
0 0 0 0 0 0 0
0 0 0 0 0 0 0
0 0 0 0 0 0 0
0 0 0 43)' 245& 4'1 304&(
0 0 0 245& 3&0( 1'0( 1'01)
0 0 0 4'1 1'0( 1303 32&10 0 0 304&( 1'01) 32&1 211145
0 0 0 1'01(.)5'&343 2500& 11(35 11')41
0 0 0 325' 11(1( )015 225&)
MATRI* TRIDIMENSIONAL DELMATRI/ TRIDIMENSIONAL DEL PORTICO
&&)2 3'0' &5& 0 0 0 33)31
3'0' 5&1' 2&(1 0 0 0 1(')5
&5& 2&(1 211' 0 0 0 33240 0 0 0 0 0 0
0 0 0 0 0 0 0
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33)31 1(')5 3324 0 0 0 1'202)
1(')5 2(4'( 135)4 0 0 0 )52)2
3330 13&20 10'52 0 0 0 1&((5
MATRI* TRIDIMENSIONAL DELMATRI/ TRIDIMENSIONAL DEL PORTICO
&&)2 3'0' &5& 0 0 0 &224
3'0' 5&1' 2&(1 0 0 0 344(
&5& 2&(1 211' 0 0 0 &10
0 0 0 0 0 0 0
0 0 0 0 0 0 0
0 0 0 0 0 0 0
&224 344( &10 0 0 0 5'((
344( 5224 24)4 0 0 0 320&
&03 24&' 1)4' 0 0 0 5&1
MATRI* TRIDIMENSIONAL DELMATRI/ TRIDIMENSIONAL DEL PORTICO
43)' 245& 4'1 0 0 0 304&(
245& 3&0( 1'0( 0 0 0 1'01)
4'1 1'0( 1303 0 0 0 32&1
0 0 0 0 0 0 0
0 0 0 0 0 0 0
0 0 0 0 0 0 0
304&( 1'01) 32&1 0 0 0 211145
1'01) 2500& 11(35 0 0 0 11')41325' 11(1( )015 0 0 0 225&)
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PORTICOPORTICO A
0 0
0 0
0 0
1(')5 3330 F(
2(4'( 13&20
135)4 10'52
)52)2 1&((5
1443(2 &)05&
&)05& 54&1).53
PORTICO
PORTICO
0 0
0 0
0 0
344( &03 F(
5224 24&'
24)4 1)4'
320& 5&1
4(5( 22)4
22)4 1')1.41
PORTICOPORTICO C
0 0
0 0
0 0
1'01) 325' F(
2500& 11(1(
11(35 )01511')41 225&)
1'32)1 (1())
(1()) &23(3.((
PORTICOPORTICO 1
1(')5 3330
2(4'( 13&20
135)4 10'520 0 F(
0 0
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)52)2 1&((5
1443(2 &)05&
&)05& 54&20
PORTICOPORTICO 2
344( &03
5224 24&'
24)4 1)4'
0 0 F(
0 0
0 0
320& 5&1
4(5( 22)4
22)4 1')1.41
PORTICOPORTICO 3
1'01) 325'
2500& 11(1(
11(35 )015
0 0 F(
0 0
0 0
11')41 225&)
1'32)1 (1())
(1()) &23(3.((
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D ( c# Dx 9 #'& Dy 9 ! #'& - :
0.010545 1 0.00(4'(5(2(
0.023&20 2 0.01)0)03&)
0.031)2' 3 0.025(4)&('3
0.01'2(0 1 y
0.03((04 2 y
0.0525(1 3 y
0.001'3& 1 M-
0.003((( 2 M-
0.0052&2 3 M-
D ( c# Dx 9 #'& Dy 9 ! #'& - :
0.010544)444 1 0.015&&5345&
0.023&202&12 2 0.0351((13&5
0.031)2'1114 3 0.04''3)501)
0.01'2')'&33 1 y
0.03((04301' 2 y
0.0525(051(5 3 y
0.001'35)33 1 M-
0.003(((34)' 2 M-
0.0052&1)'4& 3 M-
D ( c# Dx 9 #'& Dy 9 ! #'& - :
0.010544)444 1 0.00524)'4'3
0.023&202&12 2 0.011(5(03(&
0.031)2'1114 3 0.01&1&'&54
0.01'2')'&33 1 y
0.03((04301' 2 y
0.0525(051(5 3 y0.001'35)33 1 M-
0.003(((34)' 2 M-
0.0052&1)'4& 3 M-
D ( c# Dx 9 #'& Dy 9 ! #'& - :
0.010544)444 1 0.01)34&124)
0.023&202&12 2 0.0433341)3)
0.031)2'1114 3 0.05(&5')42&0.01'2')'&33 1 y
0.03((04301' 2 y
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0.001'35)33 1 M-
0.003(((34)' 2 M-
0.0052&1)'4& 3 M-
D ( c# Dx 9 #'& Dy 9 ! #'& - :
0.010544)444 1 0.00()3052&&
0.023&202&12 2 0.0200040)&
0.031)2'1114 3 0.02'0(&0)4'
0.01'2')'&33 1 y
0.03((04301' 2 y
0.0525(051(5 3 y
0.001'35)33 1 M-
0.003(((34)' 2 M-
0.0052&1)'4& 3 M-
D ( c# Dx 9 #'& Dy 9 ! #'& - :
0.010544)444 1 0.0014(50'1'
0.023&202&12 2 0.00332&002
0.031)2'1114 3 0.0044(5'532
0.01'2')'&33 1 y
0.03((04301' 2 y
0.0525(051(5 3 y
0.001'35)33 1 M-
0.003(((34)' 2 M-
0.0052&1)'4& 3 M-
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F " ( / D
2.)1')22'12
&.4()31)(13 1(.4)1()'&2
).0(4&550)3
F " ( / D
5.&((4522)3
11.5'5&4)(4 34.22)13551
1&.)&50333(
F " ( / D
1.5&(24(&'3
2.2(42'''0' '.13421&(''
3.2(1&)04)&
F " ( / D
'.2(103533)
14.4115)24 42.33(5(()
20.&45)&11&
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F " ( / D 3.3&5'&4052
&.&311&2343 1).544(&1(5
).54')3545'
F " ( / D
0.4'21'5'1
0.&)350'3) 2.02(200'5
0.(&251'&5
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MATRIZ TRIDIMENSI
1 2 3
K
17781 -9870 1782
-9870 14842 -7070
1782 -7070 5536
0 0 0
0 0 0
0 0 0
-2761 1671 -547
1671 -1752 735
-529 664 -210
INVER
1 2 3
K!1
0.00013735 0.000179412 0.0001849520.000179412 0.000406482 0.000461393
0.000184952 0.000461393 0.000710432
0.00000202 1.15359-0063.60192-007
1.1531-006 0.000000857 -1.9489-006
6.2353-007 -1.2863-006 -4.1328-006
5.0894-007 2.90563-0078.67247-0082.9044-007 2.12634-007-0.000000505
1.540940-007-3.3515-007 -1.0676-006
!"#-1$%
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0.0105449444
0.0236202612
0.0319271114
!" 0.0172797633
0.03880430170.0525805185
0.001735933
0.0038883497
0.0052619746
Vx = 59.86
Vy = 59.86
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NAL DE LA ESTRUCTURA
4 5 6 7
0 0 0 -2761
0 0 0 1671
0 0 0 -547
17781 -9870 1782 -70623
-9870 14842 -7070 39262
1782 -7070 5536 -7195
-70623 39262 -7195 777925
39262 -58707 27922 -432880
-7190 27905 -21714 80029
A DE LA MATRIZ TRIDIMENSIONAL DE LA ESTRUCTURA
4 5 6 7
0.00000202 1.1531-006 6.2353-007 5.0894-0071.153592465-006 8.5698-007 -1.2863-006 2.9056-007
3.601916173-007 -1.949-006 -4.1328-006 8.6725-008
0.0002144566 0.0002798 0.000288191 1.9545-005
0.0002797952 0.00063349 0.000718264 2.5596-005
0.0002881912 0.00071826 0.001105277 0.000026388
1.954460435-005 2.5596-005 0.000026388 4.9495-0062.559520294-005 5.8069-005 6.5954-005 6.5238-006
2.640331034-005 6.5994-005 0.00010157 0.000006746
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CONTROL DE DERIVA LIMITE
0.0211 M&' 0.007
0.0262 M&' 0.007
0.0166 M&' 0.007
0.0346 M&' 0.007
0.0430 M&' 0.0070.0276 M&' 0.007
0.0035 ()* 0.007
0.0078 M&' 0.007
0.0027 ()* 0.007
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8 9
1671 -529
-1752 664
735 -210
39262 -7190
-58707 27905
27922 -21714
-432880 80029
645062 -306498
-306498 237590
MATRIZ DE FUERZAS
8 9
2.9044-007 1.5409-007 10.1752.1263-007 -3.3515-007 20.349
-5.0504-007 -1.0676-006 29.331
2.5595-005 2.6403-005 F= 10.175
5.8069-005 6.5994-005 20.349
6.5954-005 0.00010157 29.331
6.5238-006 0.000006746 6.1051.4850-005 1.6942-005 12.210
1.6942-005 2.6123-005 17.599
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*1 %: 0.2500
: 15.3000
*2 0.25
5.3
*3 0.25
: 10.3000
*4 %: 0.2500 : 0.2500
*5