Metrado cuatro niveles
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Transcript of Metrado cuatro niveles
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ANALISIS SISMO RESISTENTE(GUSTAVO ARANDA PALOMINO)
COLUMNA: VIGAS(1ro,2do y 3er nivel): VIGAS(4to nivel):
PERALTE = 0.45 m PERALTE: 0.5 m PERALTE:
ANCHO = 0.3 m ANCHO: 0.3 m ANCHO:
E= Lm(La distancia mayor en el sentido del techo)/25 Lm=
E= 0.20952381 E= 0.2 m
MURO= 0.15
MURO= 0.25 PESO ESP. DEL CONCRETO= 2.4 Tn/m3
PESO ESP. DEL LADRILLO= 1.8 Tn/m3
ALTURAS DE PISO A TECHO: metrado para columnas:
h1= 4 m h1= 3.7
h2= 3 m h2= 3.2
h3= 3 m h3= 3.45
h4= 3.5 m h4= 1.95
TERCER NIVEL COLUMNA C-4:
h= 1.7
DISTANCIA A EJES METRADO DE LOSAS: X Y
L1= 5.3 PAÑO 1= 5 4.1
L2= 4.4 PAÑO 2= 4.1 4.1
L3= 5.8 PAÑO 3= 5.5 4.1
L4= 4.4 PAÑO 4= 5 4.1
L5= 4.4 PAÑO 5= 4.1 4.1
PAÑO 6= 5.5 4.1
elemento peralte(m) ancho(m) altura(m) peso esp.(tn/m3)
colum.A-1 0.45 0.3 3.7 2.4
colum.A-2 0.45 0.3 3.7 2.4
colum.A-3 0.45 0.3 3.7 2.4
colum.A-4 0.45 0.3 3.7 2.4
colum.B-1 0.45 0.3 3.7 2.4
colum.B-2 0.45 0.3 3.7 2.4
colum.B-3 0.45 0.3 3.7 2.4
colum.B-4 0.45 0.3 3.7 2.4
colum.C-1 0.45 0.3 3.7 2.4
colum.C-2 0.45 0.3 3.7 2.4
colum.C-3 0.45 0.3 3.7 2.4
colum.C-4 0.45 0.3 3.7 2.4
METRADO DE COLUMNAS DEL SEGUNDO NIVEL
elemento peralte(m) ancho(m) altura(m) peso esp.(tn/m3)
colum.A-1 0.45 0.3 3.2 2.4
colum.A-2 0.45 0.3 3.2 2.4
colum.A-3 0.45 0.3 3.2 2.4
colum.A-4 0.45 0.3 3.2 2.4
colum.B-1 0.45 0.3 3.2 2.4
colum.B-2 0.45 0.3 3.2 2.4
DIMENSIONES
DIMENSIONES
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colum.B-3 0.45 0.3 3.2 2.4
colum.B-4 0.45 0.3 3.2 2.4
colum.C-1 0.45 0.3 3.2 2.4
colum.C-2 0.45 0.3 3.2 2.4
colum.C-3 0.45 0.3 3.2 2.4
colum.C-4 0.45 0.3 3.2 2.4
METRADO DE COLUMNAS DEL TERCEL NIVEL
DIMENSIONES
elemento peralte(m) ancho(m) altura(m) peso esp.(tn/m3)
colum.A-1 0.45 0.3 3.45 2.4
colum.A-2 0.45 0.3 3.45 2.4
colum.A-3 0.45 0.3 3.45 2.4
colum.A-4 0.45 0.3 3.45 2.4
colum.B-1 0.45 0.3 3.45 2.4
colum.B-2 0.45 0.3 3.45 2.4
colum.B-3 0.45 0.3 3.45 2.4
colum.B-4 0.45 0.3 3.45 2.4
colum.C-1 0.45 0.3 3.45 2.4
colum.C-2 0.45 0.3 3.45 2.4
colum.C-3 0.45 0.3 3.45 2.4
colum.C-4 0.45 0.3 1.7 2.4
METRADO DE COLUMNAS DEL CUARTO NIVEL
DIMENSIONES
elemento peralte(m) ancho(m) altura(m) peso esp.(tn/m3)
colum.A-1 0.45 0.3 1.95 2.4
colum.A-2 0.45 0.3 1.95 2.4
colum.A-3 0.45 0.3 1.95 2.4
colum.A-4 0.45 0.3 1.95 2.4
colum.B-1 0.45 0.3 1.95 2.4
colum.B-2 0.45 0.3 1.95 2.4
colum.B-3 0.45 0.3 1.95 2.4
colum.B-4 0.45 0.3 1.95 2.4
colum.C-1 0.45 0.3 1.95 2.4
colum.C-2 0.45 0.3 1.95 2.4
colum.C-3 0.45 0.3 1.95 2.4
elemento longitud(m) elemento longitud(m)
VIGA EJE-1 VIGA EJE-A
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TRAMO AB= 4.35 TRAMO 1-2 5
TRAMO BC= 3.55 TRAMO 2-3 3.7
VIGA EJE-2 TRAMO 3-4 5.6
TRAMO AB= 4.35 VIGA EJE-B
TRAMO BC= 3.55 TRAMO 1-2 5
VIGA EJE-3 TRAMO 2-3 3.7
TRAMO AB= 4.35 TRAMO 3-4 5.6
TRAMO BC= 3.55 VIGA EJE-C
VIGA EJE-4 TRAMO 1-2 5
TRAMO AB= 4.35 TRAMO 2-3 3.7
TRAMO BC= 3.55 TRAMO 3-4 5.6
METRADO DE VIGAS DEL PRIMER NIVEL
DIMENSIONES
elemento peralte(m) ancho(m) longitud(m) peso esp.(tn/m3)
VIGA EJE-1
TRAMO AB 0.5 0.3 4.35 2.4
TRAMO BC 0.5 0.3 3.55 2.4
VIGA EJE-2
TRAMO AB 0.5 0.3 4.35 2.4
TRAMO BC 0.5 0.3 3.55 2.4
VIGA EJE-3
TRAMO AB 0.5 0.3 4.35 2.4
TRAMO BC 0.5 0.3 3.55 2.4
VIGA EJE-4
TRAMO AB 0.5 0.3 4.35 2.4
TRAMO BC 0.5 0.3 3.55 2.4
VIGA EJE-A
TRAMO 1-2 0.5 0.3 5 2.4
TRAMO 2-3 0.5 0.3 3.7 2.4
TRAMO 3-4 0.5 0.3 5.6 2.4
VIGA EJE-B
TRAMO 1-2 0.5 0.3 5 2.4
TRAMO 2-3 0.5 0.3 3.7 2.4
TRAMO 3-4 0.5 0.3 5.6 2.4
VIGA EJE-C
TRAMO 1-2 0.5 0.3 5 2.4
TRAMO 2-3 0.5 0.3 3.7 2.4
TRAMO 3-4 0.5 0.3 5.6 2.4
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paño-4
paño-5
paño-6
MURO-1
MURO-2
MURO-3
MURO-4
MURO-5
MURO-6
MURO-7
MURO-8
MURO-9
MURO-10(A)
MURO-11(A)
MURO-12
MURO-13
MURO-14
MURO-15
MURO-16
XG=
YG=
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MURO-11
MURO-12
MURO-13
MURO-14
MURO-15
MURO-16
CALCULO DEL CENTRO DE RIGIDECES
ELEMENTO
colum.A-1
colum.A-2
colum.A-3
colum.A-4
colum.B-1
colum.B-2
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colum.B-3
colum.B-4
colum.C-1
colum.C-2
colum.C-3
colum.C-4
VIGA EJE-1
TRAMO AB
TRAMO BC
VIGA EJE-2
TRAMO AB
TRAMO BC
VIGA EJE-3
TRAMO AB
TRAMO BC
VIGA EJE-4
TRAMO AB
TRAMO BC
VIGA EJE-A
TRAMO 1-2
TRAMO 2-3
TRAMO 3-4
VIGA EJE-B
TRAMO 1-2
TRAMO 2-3
TRAMO 3-4
VIGA EJE-C
TRAMO 1-2
TRAMO 2-3
TRAMO 3-4
paño-1
paño-2
paño-3
paño-4
paño-5
paño-6
MURO-1
MURO-2
MURO-3
MURO-4
MURO-5
MURO-6
MURO-7
MURO-8
MURO-9
MURO-10(A)
MURO-11(A)
MURO-12
MURO-13
MURO-14
MURO-15
MURO-16
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CALCULO DEL CENTRO DE RIGIDECES
ELEMENTO
colum.A-1
colum.A-2
colum.A-3
colum.A-4
colum.B-1
colum.B-2
colum.B-3
colum.B-4
colum.C-1
colum.C-2
colum.C-3
colum.C-4
VIGA EJE-1
TRAMO AB
TRAMO BC
VIGA EJE-2
TRAMO AB
TRAMO BC
VIGA EJE-3
TRAMO AB
TRAMO BC
VIGA EJE-4
TRAMO AB
TRAMO BC
VIGA EJE-A
TRAMO 1-2
TRAMO 2-3
TRAMO 3-4
VIGA EJE-B
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TRAMO 1-2
TRAMO 2-3
TRAMO 3-4
VIGA EJE-C
TRAMO 1-2
TRAMO 2-3
TRAMO 3-4
paño-1
paño-2
paño-3
paño-4
paño-5
paño-6
MURO-1
MURO-2
MURO-3
MURO-4
MURO-5
MURO-6
MURO-7
MURO-8
MURO-9
MURO-10(A)
MURO-11(A)
MURO-12
MURO-13
MURO-14
MURO-15
MURO-16
CALCULO DEL CENTRO DE RIGIDECES
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ELEMENTO
colum.A-1
colum.A-2
colum.A-3
colum.A-4
colum.B-1
colum.B-2
colum.B-3
colum.B-4
colum.C-1
colum.C-2
colum.C-3
VIGA EJE-1
TRAMO AB
TRAMO BC
VIGA EJE-2
TRAMO AB
TRAMO BC
VIGA EJE-3
TRAMO AB
TRAMO BC
VIGA EJE-4
TRAMO AB
VIGA EJE-A
TRAMO 1-2
TRAMO 2-3
TRAMO 3-4
VIGA EJE-B
TRAMO 1-2
TRAMO 2-3
TRAMO 3-4
VIGA EJE-C
TRAMO 1-2
TRAMO 2-3
paño-1
paño-2
paño-3
paño-4
paño-5
MURO-1
MURO-2
MURO-6(A)
MURO-7
MURO-8
MURO-9
MURO-13(A)
MURO-14(A)
MURO-16
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ANALISIS SISMO RESISTENTE(GUSTAVO ARANDA PALOMINO)
VIGAS(4to nivel): METRADO DE VIGAS DEL SEGUNDO NIVEL
0.4 m DIMENSIONES
0.3 m elemento peralte(m) ancho(m)
VIGA EJE-1
4.4 m TRAMO AB 0.5 0.3
TRAMO BC 0.5 0.3
VIGA EJE-2
TRAMO AB 0.5 0.3
TRAMO BC 0.5 0.3
VIGA EJE-3
TRAMO AB 0.5 0.3
TRAMO BC 0.5 0.3
VIGA EJE-4
TRAMO AB 0.5 0.3
TRAMO BC 0.5 0.3
VIGA EJE-A
TRAMO 1-2 0.5 0.3
TRAMO 2-3 0.5 0.3
TRAMO 3-4 0.5 0.3
VIGA EJE-B
TRAMO 1-2 0.5 0.3
TRAMO 2-3 0.5 0.3
TRAMO 3-4 0.5 0.3
VIGA EJE-C
TRAMO 1-2 0.5 0.3
peso(tn) TRAMO 2-3 0.5 0.3
1.1988 TRAMO 3-4 0.5 0.3
1.1988
1.1988
1.1988
1.1988 METRADO DE VIGAS DEL TERCER NIVEL
1.1988 DIMENSIONES
1.1988 elemento peralte(m) ancho(m)
1.1988 VIGA EJE-1
1.1988 TRAMO AB 0.5 0.3
1.1988 TRAMO BC 0.5 0.3
1.1988 VIGA EJE-2
1.1988 TRAMO AB 0.5 0.3
14.3856 TRAMO BC 0.5 0.3
VIGA EJE-3
TRAMO AB 0.5 0.3
TRAMO BC 0.5 0.3
VIGA EJE-4
peso(tn) TRAMO AB 0.5 0.3
1.0368 TRAMO BC 0.5 0.3
1.0368 VIGA EJE-A
1.0368 TRAMO 1-2 0.5 0.3
1.0368 TRAMO 2-3 0.5 0.3
1.0368 TRAMO 3-4 0.5 0.3
1.0368 VIGA EJE-B
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1.0368 TRAMO 1-2 0.5 0.3
1.0368 TRAMO 2-3 0.5 0.3
1.0368 TRAMO 3-4 0.5 0.3
1.0368 VIGA EJE-C
1.0368 TRAMO 1-2 0.5 0.3
1.0368 TRAMO 2-3 0.5 0.3
12.4416 TRAMO 3-4 0.5 0.3
METRADO DE VIGAS DEL CUARTO NIVEL
DIMENSIONES
elemento peralte(m) ancho(m)
VIGA EJE-1
TRAMO AB 0.4 0.3
peso(tn) TRAMO BC 0.4 0.3
1.1178 VIGA EJE-2
1.1178 TRAMO AB 0.4 0.3
1.1178 TRAMO BC 0.4 0.3
1.1178 VIGA EJE-3
1.1178 TRAMO AB 0.4 0.3
1.1178 TRAMO BC 0.4 0.3
1.1178 VIGA EJE-4
1.1178 TRAMO AB 0.4 0.3
1.1178 VIGA EJE-A
1.1178 TRAMO 1-2 0.4 0.3
1.1178 TRAMO 2-3 0.4 0.3
0.5508 TRAMO 3-4 0.4 0.3
12.8466 VIGA EJE-B
TRAMO 1-2 0.4 0.3
TRAMO 2-3 0.4 0.3
TRAMO 3-4 0.4 0.3
VIGA EJE-C
TRAMO 1-2 0.4 0.3
TRAMO 2-3 0.4 0.3
peso(tn)
0.63
0.63
0.63 METRADO DE LOSA
0.63
0.63 METRADO DE LOSA DEL PRIMER NIVEL
0.63 DIMENSIONES
0.63 elemento LONG.X(m) LONG.Y(m)
0.63 paño-1 5 4.1
0.63 paño-2 4.1 4.1
0.63 paño-3 5.5 4.1
0.63 paño-4 5 4.1
6.95 paño-5 4.1 4.1
paño-6 5.5 4.1
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METRADO DE LOSA DEL SEGUNDO NIVEL
DIMENSIONES
elemento LONG.X(m) LONG.Y(m)
paño-1 5 4.1
paño-2 4.1 4.1
paño-3 5.5 4.1
paño-4 5 4.1
paño-5 4.1 4.1
paño-6 5.5 4.1
peso(tn)
1.566
1.278
1.566
1.278
1.566
1.278
1.566
1.278
1.8
1.332
2.016
1.8
1.332
2.016
1.8
1.332
2.016
26.82
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paño-4
paño-5
paño-6
MURO-1
MURO-2
MURO-3
MURO-4
MURO-5
MURO-6
MURO-7
MURO-8
MURO-9
MURO-10(A)
MURO-11(A)
MURO-12
MURO-13
MURO-14
MURO-15
MURO-16
XG=
YG=
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MURO-11
MURO-12
MURO-13
MURO-14
MURO-15
MURO-16
CALCULO DEL CENTRO DE RIGIDECES
ELEMENTO
colum.A-1
colum.A-2
colum.A-3
colum.A-4
colum.B-1
colum.B-2
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colum.B-3
colum.B-4
colum.C-1
colum.C-2
colum.C-3
colum.C-4
VIGA EJE-1
TRAMO AB
TRAMO BC
VIGA EJE-2
TRAMO AB
TRAMO BC
VIGA EJE-3
TRAMO AB
TRAMO BC
VIGA EJE-4
TRAMO AB
TRAMO BC
VIGA EJE-A
TRAMO 1-2
TRAMO 2-3
TRAMO 3-4
VIGA EJE-B
TRAMO 1-2
TRAMO 2-3
TRAMO 3-4
VIGA EJE-C
TRAMO 1-2
TRAMO 2-3
TRAMO 3-4
paño-1
paño-2
paño-3
paño-4
paño-5
paño-6
MURO-1
MURO-2
MURO-3
MURO-4
MURO-5
MURO-6
MURO-7
MURO-8
MURO-9
MURO-10(A)
MURO-11(A)
MURO-12
MURO-13
MURO-14
MURO-15
MURO-16
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CALCULO DEL CENTRO DE RIGIDECES
ELEMENTO
colum.A-1
colum.A-2
colum.A-3
colum.A-4
colum.B-1
colum.B-2
colum.B-3
colum.B-4
colum.C-1
colum.C-2
colum.C-3
colum.C-4
VIGA EJE-1
TRAMO AB
TRAMO BC
VIGA EJE-2
TRAMO AB
TRAMO BC
VIGA EJE-3
TRAMO AB
TRAMO BC
VIGA EJE-4
TRAMO AB
TRAMO BC
VIGA EJE-A
TRAMO 1-2
TRAMO 2-3
TRAMO 3-4
VIGA EJE-B
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TRAMO 1-2
TRAMO 2-3
TRAMO 3-4
VIGA EJE-C
TRAMO 1-2
TRAMO 2-3
TRAMO 3-4
paño-1
paño-2
paño-3
paño-4
paño-5
paño-6
MURO-1
MURO-2
MURO-3
MURO-4
MURO-5
MURO-6
MURO-7
MURO-8
MURO-9
MURO-10(A)
MURO-11(A)
MURO-12
MURO-13
MURO-14
MURO-15
MURO-16
CALCULO DEL CENTRO DE RIGIDECES
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ELEMENTO
colum.A-1
colum.A-2
colum.A-3
colum.A-4
colum.B-1
colum.B-2
colum.B-3
colum.B-4
colum.C-1
colum.C-2
colum.C-3
VIGA EJE-1
TRAMO AB
TRAMO BC
VIGA EJE-2
TRAMO AB
TRAMO BC
VIGA EJE-3
TRAMO AB
TRAMO BC
VIGA EJE-4
TRAMO AB
VIGA EJE-A
TRAMO 1-2
TRAMO 2-3
TRAMO 3-4
VIGA EJE-B
TRAMO 1-2
TRAMO 2-3
TRAMO 3-4
VIGA EJE-C
TRAMO 1-2
TRAMO 2-3
paño-1
paño-2
paño-3
paño-4
paño-5
MURO-1
MURO-2
MURO-6(A)
MURO-7
MURO-8
MURO-9
MURO-13(A)
MURO-14(A)
MURO-16
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METRADO DE VIGAS DEL SEGUNDO NIVEL
METRADO DE LOSA DEL TERCER NIVEL
longitud(m) peso esp.(tn/m3) peso(tn)
elemento
4.35 2.4 1.566 paño-1
3.55 2.4 1.278 paño-2
paño-3
4.35 2.4 1.566 paño-4
3.55 2.4 1.278 paño-5
paño-6
4.35 2.4 1.566
3.55 2.4 1.278
4.35 2.4 1.566 METRADO DE LOSA DEL CUARTO NIVEL
3.55 2.4 1.278
elemento
5 2.4 1.8 paño-1
3.7 2.4 1.332 paño-2
5.6 2.4 2.016 paño-3
paño-4
5 2.4 1.8 paño-5
3.7 2.4 1.332
5.6 2.4 2.016
5 2.4 1.8 MURO-1=
3.7 2.4 1.332 MURO-2=
5.6 2.4 2.016 MURO-3=
26.82 MURO-4=
MURO-5=
MURO-6=
METRADO DE VIGAS DEL TERCER NIVEL MURO-6(A)=
MURO-7=
longitud(m) peso esp.(tn/m3) peso(tn) MURO-8=
MURO-9=
4.35 2.4 1.566
3.55 2.4 1.278
h= 1 m
4.35 2.4 1.566 h(1er nivel)= 3.7 m =
3.55 2.4 1.278 h(2do nivel)= 2.7 m =
h(3er nivel)= 2.7 m =
4.35 2.4 1.566 h(4to nivel)= 3.3 m =
3.55 2.4 1.278 M3 Y M15 DEL TERCER NIVEL(h)=
4.35 2.4 1.566 ANCHO DE LOS MUROS:
3.55 2.4 1.278
M1,M2,M3,M7,M8,M9= 0.25
5 2.4 1.8 M4,M5,M6,M6(A),M10,M10(A),M11,M11(A),M12,M13,M13(A),M14,M14(A),M15,M16=
3.7 2.4 1.332
5.6 2.4 2.016
M6(A),M13(A) Y M16 DEL CUARTO NIVEL(h)=
![Page 22: Metrado cuatro niveles](https://reader033.fdocumento.com/reader033/viewer/2022060111/5563d02fd8b42a054f8b5444/html5/thumbnails/22.jpg)
5 2.4 1.8
3.7 2.4 1.332
5.6 2.4 2.016
5 2.4 1.8
3.7 2.4 1.332
5.6 2.4 2.016
26.82
METRADO DE VIGAS DEL CUARTO NIVEL
longitud(m) peso esp.(tn/m3) peso(tn)
elemento
4.35 2.4 1.2528 MURO-1
3.55 2.4 1.0224 MURO-2
MURO-3
4.35 2.4 1.2528 MURO-4
3.55 2.4 1.0224 MURO-5
MURO-6
4.35 2.4 1.2528 MURO-7
3.55 2.4 1.0224 MURO-8
MURO-9
4.35 2.4 1.2528 MURO-10
MURO-11
5 2.4 1.44 MURO-12
3.7 2.4 1.0656 MURO-13
5.6 2.4 1.6128 MURO-14
MURO-15
5 2.4 1.44 MURO-16
3.7 2.4 1.0656
5.6 2.4 1.6128
5 2.4 1.44
3.7 2.4 1.0656
18.8208
METRADO DE LOSA
elemento
AREA(m2) Qd(tn/m2) peso(tn) MURO-1
20.5 0.48 9.84 MURO-2
16.81 0.48 8.0688 MURO-3
22.55 0.48 10.824 MURO-4
20.5 0.48 9.84 MURO-5
16.81 0.48 8.0688 MURO-6
22.55 0.48 10.824 MURO-7
119.72 57.4656 MURO-8
MURO-9
![Page 23: Metrado cuatro niveles](https://reader033.fdocumento.com/reader033/viewer/2022060111/5563d02fd8b42a054f8b5444/html5/thumbnails/23.jpg)
MURO-10(A)
MURO-11(A)
METRADO DE LOSA DEL SEGUNDO NIVEL MURO-12
MURO-13
AREA(m2) Qd(tn/m2) peso(tn) MURO-14
20.5 0.48 9.84 MURO-15
16.81 0.48 8.0688 MURO-16
22.55 0.48 10.824
20.5 0.48 9.84
16.81 0.48 8.0688
22.55 0.48 10.824
119.72 57.4656
elemento
MURO-1
MURO-2
MURO-3
MURO-4
MURO-5
MURO-6
MURO-7
MURO-8
MURO-9
MURO-10
MURO-11
MURO-12
MURO-13
MURO-14
MURO-15
MURO-16
METRADO DE MUROS DEL CUARTO NIVEL
elemento
MURO-1
MURO-2
MURO-6(A)
![Page 24: Metrado cuatro niveles](https://reader033.fdocumento.com/reader033/viewer/2022060111/5563d02fd8b42a054f8b5444/html5/thumbnails/24.jpg)
MURO-7
MURO-8
MURO-9
MURO-13(A)
MURO-14(A)
MURO-16
paño-4
paño-5
paño-6
MURO-1
MURO-2
MURO-3
MURO-4
MURO-5
MURO-6
MURO-7
MURO-8
MURO-9
MURO-10(A)
MURO-11(A)
MURO-12
MURO-13
MURO-14
MURO-15
MURO-16
XG=
YG=
![Page 25: Metrado cuatro niveles](https://reader033.fdocumento.com/reader033/viewer/2022060111/5563d02fd8b42a054f8b5444/html5/thumbnails/25.jpg)
MURO-11
MURO-12
MURO-13
MURO-14
MURO-15
MURO-16
CALCULO DEL CENTRO DE RIGIDECES
ELEMENTO
colum.A-1
colum.A-2
colum.A-3
colum.A-4
colum.B-1
colum.B-2
![Page 26: Metrado cuatro niveles](https://reader033.fdocumento.com/reader033/viewer/2022060111/5563d02fd8b42a054f8b5444/html5/thumbnails/26.jpg)
colum.B-3
colum.B-4
colum.C-1
colum.C-2
colum.C-3
colum.C-4
VIGA EJE-1
TRAMO AB
TRAMO BC
VIGA EJE-2
TRAMO AB
TRAMO BC
VIGA EJE-3
TRAMO AB
TRAMO BC
VIGA EJE-4
TRAMO AB
TRAMO BC
VIGA EJE-A
TRAMO 1-2
TRAMO 2-3
TRAMO 3-4
VIGA EJE-B
TRAMO 1-2
TRAMO 2-3
TRAMO 3-4
VIGA EJE-C
TRAMO 1-2
TRAMO 2-3
TRAMO 3-4
paño-1
paño-2
paño-3
paño-4
paño-5
paño-6
MURO-1
MURO-2
MURO-3
MURO-4
MURO-5
MURO-6
MURO-7
MURO-8
MURO-9
MURO-10(A)
MURO-11(A)
MURO-12
MURO-13
MURO-14
MURO-15
MURO-16
![Page 27: Metrado cuatro niveles](https://reader033.fdocumento.com/reader033/viewer/2022060111/5563d02fd8b42a054f8b5444/html5/thumbnails/27.jpg)
CALCULO DEL CENTRO DE RIGIDECES
ELEMENTO
colum.A-1
colum.A-2
colum.A-3
colum.A-4
colum.B-1
colum.B-2
colum.B-3
colum.B-4
colum.C-1
colum.C-2
colum.C-3
colum.C-4
VIGA EJE-1
TRAMO AB
TRAMO BC
VIGA EJE-2
TRAMO AB
TRAMO BC
VIGA EJE-3
TRAMO AB
TRAMO BC
VIGA EJE-4
TRAMO AB
TRAMO BC
VIGA EJE-A
TRAMO 1-2
TRAMO 2-3
TRAMO 3-4
VIGA EJE-B
![Page 28: Metrado cuatro niveles](https://reader033.fdocumento.com/reader033/viewer/2022060111/5563d02fd8b42a054f8b5444/html5/thumbnails/28.jpg)
TRAMO 1-2
TRAMO 2-3
TRAMO 3-4
VIGA EJE-C
TRAMO 1-2
TRAMO 2-3
TRAMO 3-4
paño-1
paño-2
paño-3
paño-4
paño-5
paño-6
MURO-1
MURO-2
MURO-3
MURO-4
MURO-5
MURO-6
MURO-7
MURO-8
MURO-9
MURO-10(A)
MURO-11(A)
MURO-12
MURO-13
MURO-14
MURO-15
MURO-16
CALCULO DEL CENTRO DE RIGIDECES
![Page 29: Metrado cuatro niveles](https://reader033.fdocumento.com/reader033/viewer/2022060111/5563d02fd8b42a054f8b5444/html5/thumbnails/29.jpg)
ELEMENTO
colum.A-1
colum.A-2
colum.A-3
colum.A-4
colum.B-1
colum.B-2
colum.B-3
colum.B-4
colum.C-1
colum.C-2
colum.C-3
VIGA EJE-1
TRAMO AB
TRAMO BC
VIGA EJE-2
TRAMO AB
TRAMO BC
VIGA EJE-3
TRAMO AB
TRAMO BC
VIGA EJE-4
TRAMO AB
VIGA EJE-A
TRAMO 1-2
TRAMO 2-3
TRAMO 3-4
VIGA EJE-B
TRAMO 1-2
TRAMO 2-3
TRAMO 3-4
VIGA EJE-C
TRAMO 1-2
TRAMO 2-3
paño-1
paño-2
paño-3
paño-4
paño-5
MURO-1
MURO-2
MURO-6(A)
MURO-7
MURO-8
MURO-9
MURO-13(A)
MURO-14(A)
MURO-16
![Page 30: Metrado cuatro niveles](https://reader033.fdocumento.com/reader033/viewer/2022060111/5563d02fd8b42a054f8b5444/html5/thumbnails/30.jpg)
![Page 31: Metrado cuatro niveles](https://reader033.fdocumento.com/reader033/viewer/2022060111/5563d02fd8b42a054f8b5444/html5/thumbnails/31.jpg)
METRADO DE LOSA DEL TERCER NIVEL
DIMENSIONES
LONG.X(m) LONG.Y(m) AREA(m2) Qd(tn/m2) peso(tn)
5 4.1 20.5 0.48 9.84
4.1 4.1 16.81 0.48 8.0688
5.5 4.1 22.55 0.48 10.824
5 4.1 20.5 0.48 9.84
4.1 4.1 16.81 0.48 8.0688
5.5 4.1 22.55 0.48 10.824
119.72 57.4656
METRADO DE LOSA DEL CUARTO NIVEL
DIMENSIONES
LONG.X(m) LONG.Y(m) AREA(m2) Qd(tn/m2) peso(tn)
5 4.1 20.5 0.48 9.84
4.1 4.1 16.81 0.48 8.0688
5.5 4.1 22.55 0.48 10.824
5 4.1 20.5 0.48 9.84
4.1 4.1 16.81 0.48 8.0688
97.17 46.6416
longitud(m) longitud(m)
5 MURO-10= 2.95
4.1 MURO-10(A)= 3.95
5.5 MURO-11= 2.95
4 MURO-11(A)= 3.95
3.1 MURO-12= 3.95
4.5 MURO-13= 2.95
5.5 MURO-13(A)= 3.95
5 MURO-14= 3.95
4.1 MURO-14(A)= 2.95
5.5 MURO-15= 3.95
MURO-16= 3.95
3.2 m
2.7 m VENTANA 4TO NIVEL:
3 m hv= 1.3 m
1.65 m
1.35 m
m
M4,M5,M6,M6(A),M10,M10(A),M11,M11(A),M12,M13,M13(A),M14,M14(A),M15,M16= 0.15 m
M6(A),M13(A) Y M16 DEL CUARTO NIVEL(h)= 0.35
![Page 32: Metrado cuatro niveles](https://reader033.fdocumento.com/reader033/viewer/2022060111/5563d02fd8b42a054f8b5444/html5/thumbnails/32.jpg)
METRADO DE MUROS DEL PRIMER NIVEL
DIMENSIONES
ANCHO(m) ALTO(m) longitud(m) peso esp.(tn/m3) peso(tn)
0.25 3.2 5 1.8 7.2
0.25 3.2 4.1 1.8 5.904
0.25 3.2 5.5 1.8 7.92
0.15 3.2 4 1.8 3.456
0.15 3.2 3.1 1.8 2.6784
0.15 3.2 4.5 1.8 3.888
0.25 3.2 5 1.8 7.2
0.25 3.2 4.1 1.8 5.904
0.25 3.2 5.5 1.8 7.92
0.15 1 2.95 1.8 0.7965
0.15 1 2.95 1.8 0.7965
0.15 3.2 3.95 1.8 3.4128
0.15 3.2 2.95 1.8 2.5488
0.15 3.2 3.95 1.8 3.4128
0.15 3.2 3.95 1.8 3.4128
0.15 3.2 3.95 1.8 3.4128
69.8634
METRADO DE MUROS DEL SEGUNDO NIVEL
DIMENSIONES
ANCHO(m) ALTO(m) longitud(m) peso esp.(tn/m3) peso(tn)
0.25 2.7 5 1.8 6.075
0.25 2.7 4.1 1.8 4.9815
0.25 2.7 5.5 1.8 6.6825
0.15 2.7 4 1.8 2.916
0.15 2.7 3.1 1.8 2.2599
0.15 2.7 4.5 1.8 3.2805
0.25 2.7 5 1.8 6.075
0.25 2.7 4.1 1.8 4.9815
0.25 2.7 5.5 1.8 6.6825
![Page 33: Metrado cuatro niveles](https://reader033.fdocumento.com/reader033/viewer/2022060111/5563d02fd8b42a054f8b5444/html5/thumbnails/33.jpg)
0.15 1 3.95 1.8 1.0665
0.15 1 3.95 1.8 1.0665
0.15 2.7 3.95 1.8 2.87955
0.15 2.7 2.95 1.8 2.15055
0.15 2.7 3.95 1.8 2.87955
0.15 2.7 3.95 1.8 2.87955
0.15 2.7 3.95 1.8 2.87955
59.73615
METRADO DE MUROS DEL TERCER NIVEL
DIMENSIONES
ANCHO(m) ALTO(m) longitud(m) peso esp.(tn/m3) peso(tn)
0.25 3 5.0 1.8 6.75
0.25 3 4.1 1.8 5.535
0.25 1.35 5.5 1.8 3.34125
0.15 3 4.0 1.8 3.24
0.15 3 3.1 1.8 2.511
0.15 3 4.5 1.8 3.645
0.25 3 5.0 1.8 6.75
0.25 3 4.1 1.8 5.535
0.25 3 5.5 1.8 7.425
0.15 1 4.4 1.8 1.1745
0.15 1 3.6 1.8 0.9585
0.15 3 4.0 1.8 3.1995
0.15 3 3.0 1.8 2.3895
0.15 3 4.0 1.8 3.1995
0.15 1.35 4.0 1.8 1.439775
0.15 3 4.0 1.8 3.1995
60.293025
METRADO DE MUROS DEL CUARTO NIVEL
DIMENSIONES
ANCHO(m) ALTO(m) longitud(m) peso esp.(tn/m3) peso(tn)
0.25 1.65 5 1.8 3.7125
0.25 1.65 4.1 1.8 3.04425
0.15 0.35 5.5 1.8 0.51975
![Page 34: Metrado cuatro niveles](https://reader033.fdocumento.com/reader033/viewer/2022060111/5563d02fd8b42a054f8b5444/html5/thumbnails/34.jpg)
0.25 1.65 5 1.8 3.7125
0.25 1.65 4.1 1.8 3.04425
0.25 1.65 5.5 1.8 4.08375
0.15 0.35 3.95 1.8 0.373275
0.15 1.65 2.95 1.8 1.314225
0.15 0.35 3.95 1.8 0.373275
20.177775
paño-4
paño-5
paño-6
MURO-1
MURO-2
MURO-3
MURO-4
MURO-5
MURO-6
MURO-7
MURO-8
MURO-9
MURO-10(A)
MURO-11(A)
MURO-12
MURO-13
MURO-14
MURO-15
MURO-16
XG=
YG=
![Page 35: Metrado cuatro niveles](https://reader033.fdocumento.com/reader033/viewer/2022060111/5563d02fd8b42a054f8b5444/html5/thumbnails/35.jpg)
MURO-11
MURO-12
MURO-13
MURO-14
MURO-15
MURO-16
CALCULO DEL CENTRO DE RIGIDECES
ELEMENTO
colum.A-1
colum.A-2
colum.A-3
colum.A-4
colum.B-1
colum.B-2
![Page 36: Metrado cuatro niveles](https://reader033.fdocumento.com/reader033/viewer/2022060111/5563d02fd8b42a054f8b5444/html5/thumbnails/36.jpg)
colum.B-3
colum.B-4
colum.C-1
colum.C-2
colum.C-3
colum.C-4
VIGA EJE-1
TRAMO AB
TRAMO BC
VIGA EJE-2
TRAMO AB
TRAMO BC
VIGA EJE-3
TRAMO AB
TRAMO BC
VIGA EJE-4
TRAMO AB
TRAMO BC
VIGA EJE-A
TRAMO 1-2
TRAMO 2-3
TRAMO 3-4
VIGA EJE-B
TRAMO 1-2
TRAMO 2-3
TRAMO 3-4
VIGA EJE-C
TRAMO 1-2
TRAMO 2-3
TRAMO 3-4
paño-1
paño-2
paño-3
paño-4
paño-5
paño-6
MURO-1
MURO-2
MURO-3
MURO-4
MURO-5
MURO-6
MURO-7
MURO-8
MURO-9
MURO-10(A)
MURO-11(A)
MURO-12
MURO-13
MURO-14
MURO-15
MURO-16
![Page 37: Metrado cuatro niveles](https://reader033.fdocumento.com/reader033/viewer/2022060111/5563d02fd8b42a054f8b5444/html5/thumbnails/37.jpg)
CALCULO DEL CENTRO DE RIGIDECES
ELEMENTO
colum.A-1
colum.A-2
colum.A-3
colum.A-4
colum.B-1
colum.B-2
colum.B-3
colum.B-4
colum.C-1
colum.C-2
colum.C-3
colum.C-4
VIGA EJE-1
TRAMO AB
TRAMO BC
VIGA EJE-2
TRAMO AB
TRAMO BC
VIGA EJE-3
TRAMO AB
TRAMO BC
VIGA EJE-4
TRAMO AB
TRAMO BC
VIGA EJE-A
TRAMO 1-2
TRAMO 2-3
TRAMO 3-4
VIGA EJE-B
![Page 38: Metrado cuatro niveles](https://reader033.fdocumento.com/reader033/viewer/2022060111/5563d02fd8b42a054f8b5444/html5/thumbnails/38.jpg)
TRAMO 1-2
TRAMO 2-3
TRAMO 3-4
VIGA EJE-C
TRAMO 1-2
TRAMO 2-3
TRAMO 3-4
paño-1
paño-2
paño-3
paño-4
paño-5
paño-6
MURO-1
MURO-2
MURO-3
MURO-4
MURO-5
MURO-6
MURO-7
MURO-8
MURO-9
MURO-10(A)
MURO-11(A)
MURO-12
MURO-13
MURO-14
MURO-15
MURO-16
CALCULO DEL CENTRO DE RIGIDECES
![Page 39: Metrado cuatro niveles](https://reader033.fdocumento.com/reader033/viewer/2022060111/5563d02fd8b42a054f8b5444/html5/thumbnails/39.jpg)
ELEMENTO
colum.A-1
colum.A-2
colum.A-3
colum.A-4
colum.B-1
colum.B-2
colum.B-3
colum.B-4
colum.C-1
colum.C-2
colum.C-3
VIGA EJE-1
TRAMO AB
TRAMO BC
VIGA EJE-2
TRAMO AB
TRAMO BC
VIGA EJE-3
TRAMO AB
TRAMO BC
VIGA EJE-4
TRAMO AB
VIGA EJE-A
TRAMO 1-2
TRAMO 2-3
TRAMO 3-4
VIGA EJE-B
TRAMO 1-2
TRAMO 2-3
TRAMO 3-4
VIGA EJE-C
TRAMO 1-2
TRAMO 2-3
paño-1
paño-2
paño-3
paño-4
paño-5
MURO-1
MURO-2
MURO-6(A)
MURO-7
MURO-8
MURO-9
MURO-13(A)
MURO-14(A)
MURO-16
![Page 40: Metrado cuatro niveles](https://reader033.fdocumento.com/reader033/viewer/2022060111/5563d02fd8b42a054f8b5444/html5/thumbnails/40.jpg)
![Page 41: Metrado cuatro niveles](https://reader033.fdocumento.com/reader033/viewer/2022060111/5563d02fd8b42a054f8b5444/html5/thumbnails/41.jpg)
PESO DE CARGA MUERTA DE LA ESTRUCTURA
ELEMENTOS 1ER NIVEL 2DO NIVEL 3er NIVEL 4to NIVEL peso(tn)
COLUMNAS 14.3856 12.4416 12.8466 6.9498 46.6236
VIGAS 0 26.82 26.82 18.8208 72.4608
LOSA 57.4656 57.4656 57.4656 46.6416 219.0384
MUROS 69.8634 59.73615 60.293025 20.177775 210.07035
141.7146 156.46335 157.425225 92.589975 548.19315
PESO DE CARGA VIVA DE LA ESTRUCTURA
ELEMENTOS AREA(m2) S/C(Tn/m2) peso(tn)
1ER NIVEL 119.72 0.5 59.86
2DO NIVEL 119.72 0.5 59.86
3er NIVEL 119.72 0.4 47.888
4to NIVEL 97.17 0.15 14.5755
456.33 182.1835
%S/C(Tn)= 25%66.155
PESO TOTAL DE LA ESTRUCTURA
ELEMENTOS C. MUERTA %S/C(Tn) peso(tn)
1ER NIVEL 141.7146 14.965 156.6796
2DO NIVEL 156.46335 14.965 171.42835
3er NIVEL 157.425225 11.972 169.397225
4to NIVEL 92.589975 3.643875 96.23385
593.739025
%S/C(Tn)= 25%66.155
![Page 42: Metrado cuatro niveles](https://reader033.fdocumento.com/reader033/viewer/2022060111/5563d02fd8b42a054f8b5444/html5/thumbnails/42.jpg)
CALCULO DEL CENTRO DE MASA
PRIMER NIVEL
CENTRO DE GRAVEDAD
ELEMENTO PESO(tn) X(mts) Y(mts) P*X(tn-mts) P*Y(tn-mts)
colum.A-1 1.1988 0 8.8 0 10.54944
colum.A-2 1.1988 5.3 8.8 6.35364 10.54944
colum.A-3 1.1988 9.7 8.8 11.62836 10.54944
colum.A-4 1.1988 15.5 8.8 18.5814 10.54944
colum.B-1 1.1988 0 4.4 0 5.27472
colum.B-2 1.1988 5.3 4.4 6.35364 5.27472
colum.B-3 1.1988 9.7 4.4 11.62836 5.27472
colum.B-4 1.1988 15.5 4.4 18.5814 5.27472
colum.C-1 1.1988 0 0 0 0
colum.C-2 1.1988 5.3 0 6.35364 0
colum.C-3 1.1988 9.7 0 11.62836 0
colum.C-4 1.1988 15.5 0 18.5814 0
VIGA EJE-1
TRAMO AB 1.566 0 6.6 0 10.3356
TRAMO BC 1.278 0 2.2 0 2.8116
VIGA EJE-2
TRAMO AB 1.566 5.3 6.6 8.2998 10.3356
TRAMO BC 1.278 5.3 2.2 6.7734 2.8116
VIGA EJE-3
TRAMO AB 1.566 9.7 6.6 15.1902 10.3356
TRAMO BC 1.278 9.7 2.2 12.3966 2.8116
VIGA EJE-4 0 0
TRAMO AB 1.566 15.5 6.6 24.273 10.3356
TRAMO BC 1.278 15.5 2.2 19.809 2.8116
VIGA EJE-A 0 0
TRAMO 1-2 1.8 2.65 8.8 4.77 15.84
TRAMO 2-3 1.332 7.5 8.8 9.99 11.7216
TRAMO 3-4 2.016 12.6 8.8 25.4016 17.7408
VIGA EJE-B 0 0
TRAMO 1-2 0 2.65 4.4 0 0
TRAMO 2-3 0 7.5 4.4 0 0
TRAMO 3-4 2.016 12.6 4.4 25.4016 8.8704
VIGA EJE-C 0 0
TRAMO 1-2 1.8 2.65 0 4.77 0
TRAMO 2-3 1.332 7.5 0 9.99 0
TRAMO 3-4 2.016 12.6 0 25.4016 0
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paño-1 9.84 2.65 6.6 26.076 64.944
paño-2 8.0688 7.5 6.6 60.516 53.25408
paño-3 10.824 12.6 6.6 136.3824 71.4384
paño-4 9.84 2.65 2.2 26.076 21.648
paño-5 8.0688 7.5 2.2 60.516 17.75136
paño-6 10.824 12.6 2.2 136.3824 23.8128
MURO-1 7.2 2.65 0 19.08 0
MURO-2 5.904 7.5 0 44.28 0
MURO-3 7.92 12.6 0 99.792 0
MURO-4 3.456 2.15 4.4 7.4304 15.2064
MURO-5 2.6784 8 4.4 21.4272 11.78496
MURO-6 3.888 13.1 4.4 50.9328 17.1072
MURO-7 7.2 2.65 8.8 19.08 63.36
MURO-8 5.904 7.5 8.8 44.28 51.9552
MURO-9 7.92 12.6 8.8 99.792 69.696
MURO-10 0.7965 0 2.7 0 2.15055
MURO-11 0.7965 0 7.1 0 5.65515
MURO-12 3.4128 5.3 6.6 18.08784 22.52448
MURO-13 2.5488 9.7 2.7 24.72336 6.88176
MURO-14 3.4128 9.7 6.6 33.10416 22.52448
MURO-15 3.4128 15.5 2.2 52.8984 7.50816
MURO-16 3.4128 15.5 6.6 52.8984 22.52448
165.4026 1335.91236 741.7857
XG= 8.07673132
YG= 4.48472817
CALCULO DEL CENTRO DE MASA
SEGUNDO NIVEL
CENTRO DE GRAVEDAD
ELEMENTO PESO(tn) X(mts) Y(mts) P*X(tn-mts) P*Y(tn-mts)
colum.A-1 1.0368 0 8.8 0 9.12384
colum.A-2 1.0368 5.3 8.8 5.49504 9.12384
colum.A-3 1.0368 9.7 8.8 10.05696 9.12384
colum.A-4 1.0368 15.5 8.8 16.0704 9.12384
colum.B-1 1.0368 0 4.4 0 4.56192
colum.B-2 1.0368 5.3 4.4 5.49504 4.56192
colum.B-3 1.0368 9.7 4.4 10.05696 4.56192
colum.B-4 1.0368 15.5 4.4 16.0704 4.56192
colum.C-1 1.0368 0 0 0 0
colum.C-2 1.0368 5.3 0 5.49504 0
colum.C-3 1.0368 9.7 0 10.05696 0
colum.C-4 1.0368 15.5 0 16.0704 0
VIGA EJE-1
TRAMO AB 1.566 0 6.6 0 10.3356
TRAMO BC 1.278 0 2.2 0 2.8116
VIGA EJE-2
TRAMO AB 1.566 5.3 6.6 8.2998 10.3356
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TRAMO BC 1.278 5.3 2.2 6.7734 2.8116
VIGA EJE-3
TRAMO AB 1.566 9.7 6.6 15.1902 10.3356
TRAMO BC 1.278 9.7 2.2 12.3966 2.8116
VIGA EJE-4
TRAMO AB 1.566 15.5 6.6 24.273 10.3356
TRAMO BC 1.278 15.5 2.2 19.809 2.8116
VIGA EJE-A
TRAMO 1-2 1.8 2.65 8.8 4.77 15.84
TRAMO 2-3 1.332 7.5 8.8 9.99 11.7216
TRAMO 3-4 2.016 12.6 8.8 25.4016 17.7408
VIGA EJE-B
TRAMO 1-2 1.8 2.65 4.4 4.77 7.92
TRAMO 2-3 1.332 7.5 4.4 9.99 5.8608
TRAMO 3-4 2.016 12.6 4.4 25.4016 8.8704
VIGA EJE-C 0 0
TRAMO 1-2 1.8 2.65 0 4.77 0
TRAMO 2-3 1.332 7.5 0 9.99 0
TRAMO 3-4 2.016 12.6 0 25.4016 0
paño-1 9.84 2.65 6.6 26.076 64.944
paño-2 8.0688 7.5 6.6 60.516 53.25408
paño-3 10.824 12.6 6.6 136.3824 71.4384
paño-4 9.84 2.65 2.2 26.076 21.648
paño-5 8.0688 7.5 2.2 60.516 17.75136
paño-6 10.824 12.6 2.2 136.3824 23.8128
MURO-1 6.075 2.65 0 16.09875 0
MURO-2 4.9815 7.5 0 37.36125 0
MURO-3 6.6825 12.6 0 84.1995 0
MURO-4 2.916 2.15 4.4 6.2694 12.8304
MURO-5 2.2599 8 4.4 18.0792 9.94356
MURO-6 3.2805 13.1 4.4 42.97455 14.4342
MURO-7 6.075 2.65 0 16.09875 0
MURO-8 4.9815 7.5 0 37.36125 0
MURO-9 6.6825 12.6 0 84.1995 0
MURO-10(A) 1.0665 0 2.2 0 2.3463
MURO-11(A) 1.0665 0 6.6 0 7.0389
MURO-12 2.87955 5.3 6.6 15.261615 19.00503
MURO-13 2.15055 9.7 2.7 20.860335 5.806485
MURO-14 2.87955 9.7 6.6 27.931635 19.00503
MURO-15 2.87955 15.5 2.2 44.633025 6.33501
MURO-16 2.87955 15.5 6.6 44.633025 19.00503
156.46335 1244.00459 543.884025
XG= 7.95077304
YG= 3.47611134
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MURO-11
MURO-12
MURO-13
MURO-14
MURO-15
MURO-16
CALCULO DEL CENTRO DE RIGIDECES
ELEMENTO
colum.A-1
colum.A-2
colum.A-3
colum.A-4
colum.B-1
colum.B-2
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colum.B-3
colum.B-4
colum.C-1
colum.C-2
colum.C-3
colum.C-4
VIGA EJE-1
TRAMO AB
TRAMO BC
VIGA EJE-2
TRAMO AB
TRAMO BC
VIGA EJE-3
TRAMO AB
TRAMO BC
VIGA EJE-4
TRAMO AB
TRAMO BC
VIGA EJE-A
TRAMO 1-2
TRAMO 2-3
TRAMO 3-4
VIGA EJE-B
TRAMO 1-2
TRAMO 2-3
TRAMO 3-4
VIGA EJE-C
TRAMO 1-2
TRAMO 2-3
TRAMO 3-4
paño-1
paño-2
paño-3
paño-4
paño-5
paño-6
MURO-1
MURO-2
MURO-3
MURO-4
MURO-5
MURO-6
MURO-7
MURO-8
MURO-9
MURO-10(A)
MURO-11(A)
MURO-12
MURO-13
MURO-14
MURO-15
MURO-16
![Page 47: Metrado cuatro niveles](https://reader033.fdocumento.com/reader033/viewer/2022060111/5563d02fd8b42a054f8b5444/html5/thumbnails/47.jpg)
CALCULO DEL CENTRO DE RIGIDECES
ELEMENTO
colum.A-1
colum.A-2
colum.A-3
colum.A-4
colum.B-1
colum.B-2
colum.B-3
colum.B-4
colum.C-1
colum.C-2
colum.C-3
colum.C-4
VIGA EJE-1
TRAMO AB
TRAMO BC
VIGA EJE-2
TRAMO AB
TRAMO BC
VIGA EJE-3
TRAMO AB
TRAMO BC
VIGA EJE-4
TRAMO AB
TRAMO BC
VIGA EJE-A
TRAMO 1-2
TRAMO 2-3
TRAMO 3-4
VIGA EJE-B
![Page 48: Metrado cuatro niveles](https://reader033.fdocumento.com/reader033/viewer/2022060111/5563d02fd8b42a054f8b5444/html5/thumbnails/48.jpg)
TRAMO 1-2
TRAMO 2-3
TRAMO 3-4
VIGA EJE-C
TRAMO 1-2
TRAMO 2-3
TRAMO 3-4
paño-1
paño-2
paño-3
paño-4
paño-5
paño-6
MURO-1
MURO-2
MURO-3
MURO-4
MURO-5
MURO-6
MURO-7
MURO-8
MURO-9
MURO-10(A)
MURO-11(A)
MURO-12
MURO-13
MURO-14
MURO-15
MURO-16
CALCULO DEL CENTRO DE RIGIDECES
![Page 49: Metrado cuatro niveles](https://reader033.fdocumento.com/reader033/viewer/2022060111/5563d02fd8b42a054f8b5444/html5/thumbnails/49.jpg)
ELEMENTO
colum.A-1
colum.A-2
colum.A-3
colum.A-4
colum.B-1
colum.B-2
colum.B-3
colum.B-4
colum.C-1
colum.C-2
colum.C-3
VIGA EJE-1
TRAMO AB
TRAMO BC
VIGA EJE-2
TRAMO AB
TRAMO BC
VIGA EJE-3
TRAMO AB
TRAMO BC
VIGA EJE-4
TRAMO AB
VIGA EJE-A
TRAMO 1-2
TRAMO 2-3
TRAMO 3-4
VIGA EJE-B
TRAMO 1-2
TRAMO 2-3
TRAMO 3-4
VIGA EJE-C
TRAMO 1-2
TRAMO 2-3
paño-1
paño-2
paño-3
paño-4
paño-5
MURO-1
MURO-2
MURO-6(A)
MURO-7
MURO-8
MURO-9
MURO-13(A)
MURO-14(A)
MURO-16
![Page 50: Metrado cuatro niveles](https://reader033.fdocumento.com/reader033/viewer/2022060111/5563d02fd8b42a054f8b5444/html5/thumbnails/50.jpg)
![Page 51: Metrado cuatro niveles](https://reader033.fdocumento.com/reader033/viewer/2022060111/5563d02fd8b42a054f8b5444/html5/thumbnails/51.jpg)
CALCULO DEL CENTRO DE MASA
TERCER NIVEL
CENTRO DE GRAVEDAD
ELEMENTO PESO(tn) X(mts) Y(mts) P*X(tn-mts)
colum.A-1 1.1178 0 8.8 0
colum.A-2 1.1178 5.3 8.8 5.92434
colum.A-3 1.1178 9.7 8.8 10.84266
colum.A-4 1.1178 15.5 8.8 17.3259
colum.B-1 1.1178 0 4.4 0
colum.B-2 1.1178 5.3 4.4 5.92434
colum.B-3 1.1178 9.7 4.4 10.84266
colum.B-4 1.1178 15.5 4.4 17.3259
colum.C-1 1.1178 0 0 0
colum.C-2 1.1178 5.3 0 5.92434
colum.C-3 1.1178 9.7 0 10.84266
colum.C-4 0.5508 15.5 0 8.5374
VIGA EJE-1
TRAMO AB 1.566 0 6.6 0
TRAMO BC 1.278 0 2.2 0
VIGA EJE-2
TRAMO AB 1.566 5.3 6.6 8.2998
TRAMO BC 1.278 5.3 2.2 6.7734
VIGA EJE-3
TRAMO AB 1.566 9.7 6.6 15.1902
TRAMO BC 1.278 9.7 2.2 12.3966
VIGA EJE-4 0
TRAMO AB 1.566 15.5 6.6 24.273
TRAMO BC 1.278 15.5 2.2 19.809
VIGA EJE-A
TRAMO 1-2 1.8 2.65 8.8 4.77
TRAMO 2-3 1.332 7.5 8.8 9.99
TRAMO 3-4 2.016 12.6 8.8 25.4016
VIGA EJE-B 0
TRAMO 1-2 1.8 2.65 4.4 4.77
TRAMO 2-3 1.332 7.5 4.4 9.99
TRAMO 3-4 2.016 12.6 4.4 25.4016
VIGA EJE-C 0
TRAMO 1-2 1.8 2.65 0 4.77
TRAMO 2-3 1.332 7.5 0 9.99
TRAMO 3-4 2.016 12.6 0 25.4016
paño-1 9.84 2.65 6.6 26.076
paño-2 8.0688 7.5 6.6 60.516
paño-3 10.824 12.6 6.6 136.3824
paño-4 9.84 2.65 2.2 26.076
paño-5 8.0688 7.5 2.2 60.516
paño-6 10.824 12.6 2.2 136.3824
MURO-1 6.75 2.65 0 17.8875
MURO-2 5.535 7.5 0 41.5125
MURO-3 3.34125 12.6 0 42.09975
MURO-4 3.24 2.15 4.4 6.966
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MURO-5 2.511 8 4.4 20.088
MURO-6 3.645 13.1 4.4 47.7495
MURO-7 6.75 2.65 8.8 17.8875
MURO-8 5.535 7.5 8.8 41.5125
MURO-9 7.425 12.6 8.8 93.555
MURO-10(A) 1.1745 0 2.2 0
MURO-11(A) 0.9585 0 6.6 0
MURO-12 3.1995 5.3 6.6 16.95735
MURO-13 2.3895 9.7 2.7 23.17815
MURO-14 3.1995 9.7 6.6 31.03515
MURO-15 1.439775 15.5 2.2 22.3165125
MURO-16 3.1995 15.5 6.6 49.59225
157.425225 1219.00346
XG= 7.74338079
YG= 4.63128152
CALCULO DEL CENTRO DE MASA
CUARTO NIVEL
CENTRO DE GRAVEDAD
ELEMENTO PESO(tn) X(mts) Y(mts) P*X(tn-mts)
colum.A-1 0.6318 0 8.8 0
colum.A-2 0.6318 5.3 8.8 3.34854
colum.A-3 0.6318 9.7 8.8 6.12846
colum.A-4 0.6318 15.5 8.8 9.7929
colum.B-1 0.6318 0 4.4 0
colum.B-2 0.6318 5.3 4.4 3.34854
colum.B-3 0.6318 9.7 4.4 6.12846
colum.B-4 0.6318 15.5 4.4 9.7929
colum.C-1 0.6318 0 0 0
colum.C-2 0.6318 5.3 0 3.34854
colum.C-3 0.6318 9.7 0 6.12846
VIGA EJE-1
TRAMO AB 1.2528 0 6.6 0
TRAMO BC 1.0224 0 2.2 0
VIGA EJE-2
TRAMO AB 1.2528 5.3 6.6 6.63984
TRAMO BC 1.0224 5.3 2.2 5.41872
VIGA EJE-3
TRAMO AB 1.2528 9.7 6.6 12.15216
TRAMO BC 1.0224 9.7 2.2 9.91728
VIGA EJE-4 0
TRAMO AB 1.2528 15.5 6.6 19.4184
VIGA EJE-A
TRAMO 1-2 1.44 2.65 8.8 3.816
TRAMO 2-3 1.0656 7.5 8.8 7.992
![Page 53: Metrado cuatro niveles](https://reader033.fdocumento.com/reader033/viewer/2022060111/5563d02fd8b42a054f8b5444/html5/thumbnails/53.jpg)
TRAMO 3-4 1.6128 12.6 8.8 20.32128
VIGA EJE-B 0
TRAMO 1-2 1.44 2.65 4.4 3.816
TRAMO 2-3 1.0656 7.5 4.4 7.992
TRAMO 3-4 1.6128 12.6 4.4 20.32128
VIGA EJE-C 0
TRAMO 1-2 1.44 2.65 0 3.816
TRAMO 2-3 1.0656 7.5 0 7.992
paño-1 9.84 2.65 6.6 26.076
paño-2 8.0688 7.5 6.6 60.516
paño-3 10.824 12.6 6.6 136.3824
paño-4 9.84 2.65 2.2 26.076
paño-5 8.0688 7.5 2.2 60.516
MURO-1 3.7125 2.65 0 9.838125
MURO-2 3.04425 7.5 0 22.831875
MURO-6(A) 0.51975 12.6 4.4 6.54885
MURO-7 3.7125 2.65 8.8 9.838125
MURO-8 3.04425 7.5 8.8 22.831875
MURO-9 4.08375 12.6 8.8 51.45525
MURO-13(A) 0.373275 9.7 2.2 3.6207675
MURO-14(A) 1.314225 9.7 6.6 12.7479825
MURO-16 0.373275 15.5 6.6 5.7857625
92.589975 632.694773
XG= 6.83329672
YG= 5.03533482
CALCULO DEL CENTRO DE RIGIDECES
ELEMENTO AREA X
PRIMER NIVEL
![Page 54: Metrado cuatro niveles](https://reader033.fdocumento.com/reader033/viewer/2022060111/5563d02fd8b42a054f8b5444/html5/thumbnails/54.jpg)
B H BH3 HB3 m
colum.A-1 0.300 0.450 0.027 0.012 0
colum.A-2 0.300 0.450 0.027 0.012 5.3
colum.A-3 0.300 0.450 0.027 0.012 9.7
colum.A-4 0.300 0.450 0.027 0.012 15.5
colum.B-1 0.300 0.450 0.027 0.012 0
colum.B-2 0.300 0.450 0.027 0.012 5.3
colum.B-3 0.300 0.450 0.027 0.012 9.7
colum.B-4 0.300 0.450 0.027 0.012 15.5
colum.C-1 0.300 0.450 0.027 0.012 0
colum.C-2 0.300 0.450 0.027 0.012 5.3
colum.C-3 0.300 0.450 0.027 0.012 9.7
colum.C-4 0.300 0.450 0.027 0.012 15.5
VIGA EJE-1
TRAMO AB 3.950 0.300 0.107 18.489 0
TRAMO BC 3.950 0.300 0.107 18.489 0
VIGA EJE-2
TRAMO AB 3.950 0.300 0.107 18.489 5.3
TRAMO BC 3.950 0.300 0.107 18.489 5.3
VIGA EJE-3
TRAMO AB 3.950 0.300 0.107 18.489 9.7
TRAMO BC 3.950 0.300 0.107 18.489 9.7
VIGA EJE-4
TRAMO AB 3.950 0.300 0.107 18.489 15.5
TRAMO BC 3.950 0.300 0.107 18.489 15.5
VIGA EJE-A
TRAMO 1-2 0.500 5.000 62.500 0.625 2.65
TRAMO 2-3 0.500 4.100 34.461 0.513 7.5
TRAMO 3-4 0.500 5.500 83.188 0.688 12.6
VIGA EJE-B
TRAMO 1-2 0.500 5.000 62.500 0.625 2.65
TRAMO 2-3 0.500 4.100 34.461 0.513 7.5
TRAMO 3-4 0.500 5.500 83.188 0.688 12.6
VIGA EJE-C
TRAMO 1-2 0.500 5.000 62.500 0.625 2.65
TRAMO 2-3 0.500 4.100 34.461 0.513 7.5
TRAMO 3-4 0.500 5.500 83.188 0.688 12.6
paño-1 4.100 5.000 512.500 344.605 2.65
paño-2 4.100 4.100 282.576 282.576 7.5
paño-3 4.100 5.500 682.138 379.066 12.6
paño-4 4.100 5.000 512.500 344.605 2.65
paño-5 4.100 4.100 282.576 282.576 7.5
paño-6 4.1000 5.500 682.138 379.066 12.6
MURO-1 5.000 0.250 0.078 31.250 2.65
MURO-2 4.100 0.250 0.064 17.230 7.5
MURO-3 5.500 0.250 0.086 41.594 12.6
MURO-4 4.000 0.150 0.014 9.600 2.15
MURO-5 3.100 0.150 0.010 4.469 8
MURO-6 4.500 0.150 0.015 13.669 13.1
MURO-7 5.000 0.250 0.078 31.250 2.65
MURO-8 4.100 0.250 0.064 17.230 7.5
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MURO-9 5.500 0.250 0.086 41.594 12.6
MURO-10 0.150 2.950 3.851 0.010 0
MURO-11 0.150 2.950 3.851 0.010 0
MURO-12 0.150 3.950 9.244 0.013 5.3
MURO-13 0.150 2.950 3.851 0.010 9.7
MURO-14 0.150 3.950 9.244 0.013 9.7
MURO-15 0.150 3.950 9.244 0.013 15.5
MURO-16 0.150 3.950 9.244 0.013 15.5
3545.078 2373.994
CENTRO DE RIGIDEZ :
X = 8.191
Y = 4.400
CALCULO DEL CENTRO DE RIGIDECES
ELEMENTO X
B H BH3 HB3 m
colum.A-1 0.300 0.450 0.027 0.012 0
colum.A-2 0.300 0.450 0.027 0.012 5.3
colum.A-3 0.300 0.450 0.027 0.012 9.7
colum.A-4 0.300 0.450 0.027 0.012 15.5
colum.B-1 0.300 0.450 0.027 0.012 0
colum.B-2 0.300 0.450 0.027 0.012 5.3
AREA
SEGUNDO NIVEL
![Page 56: Metrado cuatro niveles](https://reader033.fdocumento.com/reader033/viewer/2022060111/5563d02fd8b42a054f8b5444/html5/thumbnails/56.jpg)
colum.B-3 0.300 0.450 0.027 0.012 9.7
colum.B-4 0.300 0.450 0.027 0.012 15.5
colum.C-1 0.300 0.450 0.027 0.012 0
colum.C-2 0.300 0.450 0.027 0.012 5.3
colum.C-3 0.300 0.450 0.027 0.012 9.7
colum.C-4 0.300 0.450 0.027 0.012 15.5
VIGA EJE-1
TRAMO AB 3.950 0.300 0.107 18.489 0
TRAMO BC 3.950 0.300 0.107 18.489 0
VIGA EJE-2
TRAMO AB 3.950 0.300 0.107 18.489 5.3
TRAMO BC 3.950 0.300 0.107 18.489 5.3
VIGA EJE-3
TRAMO AB 3.950 0.300 0.107 18.489 9.7
TRAMO BC 3.950 0.300 0.107 18.489 9.7
VIGA EJE-4
TRAMO AB 3.950 0.300 0.107 18.489 15.5
TRAMO BC 3.950 0.300 0.107 18.489 15.5
VIGA EJE-A
TRAMO 1-2 0.500 5.000 62.500 0.625 2.65
TRAMO 2-3 0.500 4.100 34.461 0.513 7.5
TRAMO 3-4 0.500 5.500 83.188 0.688 12.6
VIGA EJE-B
TRAMO 1-2 0.500 5.000 62.500 0.625 2.65
TRAMO 2-3 0.500 4.100 34.461 0.513 7.5
TRAMO 3-4 0.500 5.500 83.188 0.688 12.6
VIGA EJE-C
TRAMO 1-2 0.500 5.000 62.500 0.625 2.65
TRAMO 2-3 0.500 4.100 34.461 0.513 7.5
TRAMO 3-4 0.500 5.500 83.188 0.688 12.6
paño-1 4.100 5.000 512.500 344.605 2.65
paño-2 4.100 4.100 282.576 282.576 7.5
paño-3 4.100 5.500 682.138 379.066 12.6
paño-4 4.100 5.000 512.500 344.605 2.65
paño-5 4.100 4.100 282.576 282.576 7.5
paño-6 4.100 5.500 682.138 379.066 12.6
MURO-1 5.000 0.250 0.078 31.250 2.65
MURO-2 4.100 0.250 0.064 17.230 7.5
MURO-3 5.500 0.250 0.086 41.594 12.6
MURO-4 4.000 0.150 0.014 9.600 2.15
MURO-5 3.100 0.150 0.010 4.469 8
MURO-6 4.500 0.150 0.015 13.669 13.1
MURO-7 5.000 0.250 0.078 31.250 2.65
MURO-8 4.100 0.250 0.064 17.230 7.5
MURO-9 5.500 0.250 0.086 41.594 12.6
MURO-10(A) 0.150 3.950 9.244 0.013 0
MURO-11(A) 0.150 3.950 9.244 0.013 0
MURO-12 0.150 3.950 9.244 0.013 5.3
MURO-13 0.150 2.950 3.851 0.010 9.7
MURO-14 0.150 3.950 9.244 0.013 9.7
MURO-15 0.150 3.950 9.244 0.013 15.5
MURO-16 0.150 3.950 9.244 0.013 15.5
![Page 57: Metrado cuatro niveles](https://reader033.fdocumento.com/reader033/viewer/2022060111/5563d02fd8b42a054f8b5444/html5/thumbnails/57.jpg)
3555.866 2374.001
CENTRO DE RIGIDEZ :
X = 8.166
Y = 4.066
CALCULO DEL CENTRO DE RIGIDECES
ELEMENTO X
B H BH3 HB3 m
colum.A-1 0.30 0.45 0.03 0.01 0
colum.A-2 0.30 0.45 0.03 0.01 5.3
colum.A-3 0.30 0.45 0.03 0.01 9.7
colum.A-4 0.30 0.45 0.03 0.01 15.5
colum.B-1 0.30 0.45 0.03 0.01 0
colum.B-2 0.30 0.45 0.03 0.01 5.3
colum.B-3 0.30 0.45 0.03 0.01 9.7
colum.B-4 0.30 0.45 0.03 0.01 15.5
colum.C-1 0.30 0.45 0.03 0.01 0
colum.C-2 0.30 0.45 0.03 0.01 5.3
colum.C-3 0.30 0.45 0.03 0.01 9.7
colum.C-4 0.30 0.45 0.03 0.01 15.5
VIGA EJE-1
TRAMO AB 3.95 0.30 0.11 18.49 0
TRAMO BC 3.95 0.30 0.11 18.49 0
VIGA EJE-2
TRAMO AB 3.95 0.30 0.11 18.49 5.3
TRAMO BC 3.95 0.30 0.11 18.49 5.3
VIGA EJE-3
TRAMO AB 3.95 0.30 0.11 18.49 9.7
TRAMO BC 3.95 0.30 0.11 18.49 9.7
VIGA EJE-4
TRAMO AB 3.95 0.30 0.11 18.49 15.5
TRAMO BC 3.95 0.30 0.11 18.49 15.5
VIGA EJE-A
TRAMO 1-2 0.50 5.00 62.50 0.63 2.65
TRAMO 2-3 0.50 4.10 34.46 0.51 7.5
TRAMO 3-4 0.50 5.50 83.19 0.69 12.6
VIGA EJE-B
TERCER NIVEL
AREA
![Page 58: Metrado cuatro niveles](https://reader033.fdocumento.com/reader033/viewer/2022060111/5563d02fd8b42a054f8b5444/html5/thumbnails/58.jpg)
TRAMO 1-2 0.50 5.00 62.50 0.63 2.65
TRAMO 2-3 0.50 4.10 34.46 0.51 7.5
TRAMO 3-4 0.50 5.50 83.19 0.69 12.6
VIGA EJE-C
TRAMO 1-2 0.50 5.00 62.50 0.63 2.65
TRAMO 2-3 0.50 4.10 34.46 0.51 7.5
TRAMO 3-4 0.50 5.50 83.19 0.69 12.6
paño-1 4.10 5.00 512.50 344.61 2.65
paño-2 4.10 4.10 282.58 282.58 7.5
paño-3 4.10 5.50 682.14 379.07 12.6
paño-4 4.10 5.00 512.50 344.61 2.65
paño-5 4.10 4.10 282.58 282.58 7.5
paño-6 4.10 5.50 682.14 379.07 12.6
MURO-1 5.00 0.25 0.08 31.25 2.65
MURO-2 4.10 0.25 0.06 17.23 7.5
MURO-3 5.50 0.25 0.09 41.59 12.6
MURO-4 4.00 0.15 0.01 9.60 2.15
MURO-5 3.10 0.15 0.01 4.47 8
MURO-6 4.50 0.15 0.02 13.67 13.1
MURO-7 5.00 0.25 0.08 31.25 2.65
MURO-8 4.10 0.25 0.06 17.23 7.5
MURO-9 5.50 0.25 0.09 41.59 12.6
MURO-10(A) 0.15 4.35 12.35 0.01 0
MURO-11(A) 0.15 3.55 6.71 0.01 0
MURO-12 0.15 3.95 9.24 0.01 5.3
MURO-13 0.15 2.95 3.85 0.01 9.7
MURO-14 0.15 3.95 9.24 0.01 9.7
MURO-15 0.15 3.95 9.24 0.01 15.5
MURO-16 0.15 3.95 9.24 0.01 15.5
3556.43 2374.00
CENTRO DE RIGIDEZ :
X = 8.165
Y = 4.400
CALCULO DEL CENTRO DE RIGIDECES
CUARTO NIVEL
![Page 59: Metrado cuatro niveles](https://reader033.fdocumento.com/reader033/viewer/2022060111/5563d02fd8b42a054f8b5444/html5/thumbnails/59.jpg)
ELEMENTO X
B H BH3 HB3 m
colum.A-1 0.30 0.45 0.03 0.01 0
colum.A-2 0.30 0.45 0.03 0.01 5.3
colum.A-3 0.30 0.45 0.03 0.01 9.7
colum.A-4 0.30 0.45 0.03 0.01 15.5
colum.B-1 0.30 0.45 0.03 0.01 0
colum.B-2 0.30 0.45 0.03 0.01 5.3
colum.B-3 0.30 0.45 0.03 0.01 9.7
colum.B-4 0.30 0.45 0.03 0.01 15.5
colum.C-1 0.30 0.45 0.03 0.01 0
colum.C-2 0.30 0.45 0.03 0.01 5.3
colum.C-3 0.30 0.45 0.03 0.01 9.7
VIGA EJE-1 0
TRAMO AB 3.95 0.30 0.11 18.49 0
TRAMO BC 3.95 0.30 0.11 18.49 0
VIGA EJE-2 0
TRAMO AB 3.95 0.30 0.11 18.49 5.3
TRAMO BC 3.95 0.30 0.11 18.49 5.3
VIGA EJE-3 0
TRAMO AB 3.95 0.30 0.11 18.49 9.7
TRAMO BC 3.95 0.30 0.11 18.49 9.7
VIGA EJE-4 0
TRAMO AB 3.95 0.30 0.11 18.49 15.5
VIGA EJE-A 0
TRAMO 1-2 0.40 5.00 50.00 0.32 2.65
TRAMO 2-3 0.40 4.10 27.57 0.26 7.5
TRAMO 3-4 0.40 5.50 66.55 0.35 12.6
VIGA EJE-B 0
TRAMO 1-2 0.40 5.00 50.00 0.32 2.65
TRAMO 2-3 0.40 4.10 27.57 0.26 7.5
TRAMO 3-4 0.40 5.50 66.55 0.35 12.6
VIGA EJE-C 0
TRAMO 1-2 0.40 5.00 50.00 0.32 2.65
TRAMO 2-3 0.40 4.10 27.57 0.26 7.5
paño-1 4.10 5.00 512.50 344.61 2.65
paño-2 4.10 4.10 282.58 282.58 7.5
paño-3 4.10 5.50 682.14 379.07 12.6
paño-4 4.10 5.00 512.50 344.61 2.65
paño-5 4.10 4.10 282.58 282.58 7.5
MURO-1 5.00 0.25 0.08 31.25 2.65
MURO-2 4.10 0.25 0.06 17.23 7.5
MURO-6(A) 5.50 0.15 0.02 24.96 12.6
MURO-7 5.00 0.25 0.08 31.25 2.65
MURO-8 4.10 0.25 0.06 17.23 7.5
MURO-9 5.50 0.25 0.09 41.59 12.6
MURO-13(A) 0.15 3.95 9.24 0.01 9.7
MURO-14(A) 0.15 2.95 3.85 0.01 9.7
MURO-16 0.15 3.95 9.24 0.01 15.5
AREA
![Page 60: Metrado cuatro niveles](https://reader033.fdocumento.com/reader033/viewer/2022060111/5563d02fd8b42a054f8b5444/html5/thumbnails/60.jpg)
2661.87 1928.98
CENTRO DE RIGIDEZ :
X = 6.959
Y = 4.949
![Page 61: Metrado cuatro niveles](https://reader033.fdocumento.com/reader033/viewer/2022060111/5563d02fd8b42a054f8b5444/html5/thumbnails/61.jpg)
P*Y(tn-mts)
9.83664
9.83664
9.83664
9.83664
4.91832
4.91832
4.91832
4.91832
0
0
0
0
10.3356
2.8116
10.3356
2.8116
10.3356
2.8116
0
10.3356
2.8116
15.84
11.7216
17.7408
0
7.92
5.8608
8.8704
0
0
0
0
64.944
53.25408
71.4384
21.648
17.75136
23.8128
0
0
0
14.256
![Page 62: Metrado cuatro niveles](https://reader033.fdocumento.com/reader033/viewer/2022060111/5563d02fd8b42a054f8b5444/html5/thumbnails/62.jpg)
11.0484
16.038
59.4
48.708
65.34
2.5839
6.3261
21.1167
6.45165
21.1167
3.167505
21.1167
729.080535
P*Y(tn-mts)
5.55984
5.55984
5.55984
5.55984
2.77992
2.77992
2.77992
2.77992
0
0
0
8.26848
2.24928
8.26848
2.24928
8.26848
2.24928
0
8.26848
12.672
9.37728
![Page 63: Metrado cuatro niveles](https://reader033.fdocumento.com/reader033/viewer/2022060111/5563d02fd8b42a054f8b5444/html5/thumbnails/63.jpg)
14.19264
0
6.336
4.68864
7.09632
0
0
0
64.944
53.25408
71.4384
21.648
17.75136
0
0
2.2869
32.67
26.7894
35.937
0.821205
8.673885
2.463615
466.221525
Y
PRIMER NIVEL
![Page 64: Metrado cuatro niveles](https://reader033.fdocumento.com/reader033/viewer/2022060111/5563d02fd8b42a054f8b5444/html5/thumbnails/64.jpg)
m X*BH3 Y*HB3
8.8 0.000 0.107
8.8 0.145 0.107
8.8 0.265 0.107
8.8 0.424 0.107
4.4 0.000 0.053
4.4 0.145 0.053
4.4 0.265 0.053
4.4 0.424 0.053
0 0.000 0.000
0 0.145 0.000
0 0.265 0.000
0 0.424 0.000
6.6 0.000 122.027
2.2 0.000 40.676
6.6 0.565 122.027
2.2 0.565 40.676
6.6 1.035 122.027
2.2 1.035 40.676
6.6 1.653 122.027
2.2 1.653 40.676
8.8 165.625 5.500
8.8 258.454 4.510
8.8 1048.163 6.050
4.4 165.625 2.750
4.4 258.454 2.255
4.4 1048.163 3.025
0 165.625 0.000
0 258.454 0.000
0 1048.163 0.000
6.6 1358.125 2274.393
6.6 2119.321 1865.002
6.6 8594.933 2501.832
2.2 1358.125 758.131
2.2 2119.321 621.667
2.2 8594.933 833.944
0 0.207 0.000
0 0.480 0.000
0 1.083 0.000
4.4 0.029 42.240
4.4 0.084 19.662
4.4 0.199 60.143
8.8 0.207 275.000
8.8 0.480 151.626
![Page 65: Metrado cuatro niveles](https://reader033.fdocumento.com/reader033/viewer/2022060111/5563d02fd8b42a054f8b5444/html5/thumbnails/65.jpg)
8.8 1.083 366.025
2.7 0.000 0.027
7.1 0.000 0.071
6.6 48.996 0.088
2.7 37.353 0.027
6.6 89.671 0.088
2.2 143.289 0.029
6.6 143.289 0.088
29036.939 10445.627
Y
m X*BH3 Y*HB3
8.8 0.000 0.107
8.8 0.145 0.107
8.8 0.265 0.107
8.8 0.424 0.107
4.4 0.000 0.053
4.4 0.145 0.053
SEGUNDO NIVEL
![Page 66: Metrado cuatro niveles](https://reader033.fdocumento.com/reader033/viewer/2022060111/5563d02fd8b42a054f8b5444/html5/thumbnails/66.jpg)
4.4 0.265 0.053
4.4 0.424 0.053
0 0.000 0.000
0 0.145 0.000
0 0.265 0.000
0 0.424 0.000
6.6 0.000 122.027
2.2 0.000 40.676
6.6 0.565 122.027
2.2 0.565 40.676
6.6 1.035 122.027
2.2 1.035 40.676
6.6 1.653 122.027
2.2 1.653 40.676
8.8 165.625 5.500
8.8 258.454 4.510
8.8 1048.163 6.050
4.4 165.625 2.750
4.4 258.454 2.255
4.4 1048.163 3.025
0 165.625 0.000
0 258.454 0.000
0 1048.163 0.000
6.6 1358.125 2274.393
6.6 2119.321 1865.002
6.6 8594.933 2501.832
2.2 1358.125 758.131
2.2 2119.321 621.667
2.2 8594.933 833.944
0 0.207 0.000
0 0.480 0.000
0 1.083 0.000
4.4 0.029 42.240
4.4 0.084 19.662
4.4 0.199 60.143
0 0.207 0.000
0 0.480 0.000
0 1.083 0.000
2.2 0.000 0.029
6.6 0.000 0.088
6.6 48.996 0.088
2.7 37.353 0.027
6.6 89.671 0.088
2.2 143.289 0.029
6.6 143.289 0.088
![Page 67: Metrado cuatro niveles](https://reader033.fdocumento.com/reader033/viewer/2022060111/5563d02fd8b42a054f8b5444/html5/thumbnails/67.jpg)
29036.939 9652.995
Y
m X*BH3 Y*HB3
8.8 0.00 0.11
8.8 0.14 0.11
8.8 0.27 0.11
8.8 0.42 0.11
4.4 0.00 0.05
4.4 0.14 0.05
4.4 0.27 0.05
4.4 0.42 0.05
0 0.00 0.00
0 0.14 0.00
0 0.27 0.00
0 0.42 0.00
6.6 0.00 122.03
2.2 0.00 40.68
6.6 0.57 122.03
2.2 0.57 40.68
6.6 1.03 122.03
2.2 1.03 40.68
6.6 1.65 122.03
2.2 1.65 40.68
8.8 165.63 5.50
8.8 258.45 4.51
8.8 1048.16 6.05
TERCER NIVEL
![Page 68: Metrado cuatro niveles](https://reader033.fdocumento.com/reader033/viewer/2022060111/5563d02fd8b42a054f8b5444/html5/thumbnails/68.jpg)
4.4 165.63 2.75
4.4 258.45 2.26
4.4 1048.16 3.03
0 165.63 0.00
0 258.45 0.00
0 1048.16 0.00
6.6 1358.13 2274.39
6.6 2119.32 1865.00
6.6 8594.93 2501.83
2.2 1358.13 758.13
2.2 2119.32 621.67
2.2 8594.93 833.94
0 0.21 0.00
0 0.48 0.00
0 1.08 0.00
4.4 0.03 42.24
4.4 0.08 19.66
4.4 0.20 60.14
8.8 0.21 275.00
8.8 0.48 151.63
8.8 1.08 366.03
2.2 0.00 0.03
6.6 0.00 0.08
6.6 49.00 0.09
2.7 37.35 0.03
6.6 89.67 0.09
2.2 143.29 0.03
6.6 143.29 0.09
29036.94 10445.64
CUARTO NIVEL
![Page 69: Metrado cuatro niveles](https://reader033.fdocumento.com/reader033/viewer/2022060111/5563d02fd8b42a054f8b5444/html5/thumbnails/69.jpg)
Y
m X*BH3 Y*HB3
8.8 0.00 0.11
8.8 0.14 0.11
8.8 0.27 0.11
8.8 0.42 0.11
4.4 0.00 0.05
4.4 0.14 0.05
4.4 0.27 0.05
4.4 0.42 0.05
0 0.00 0.00
0 0.14 0.00
0 0.27 0.00
0
6.6 0.00 122.03
2.2 0.00 40.68
0
6.6 0.57 122.03
2.2 0.57 40.68
6.6 1.03 122.03
2.2 1.03 40.68
0
6.6 1.65 122.03
0
8.8 132.50 2.82
8.8 206.76 2.31
8.8 838.53 3.10
0
4.4 132.50 1.41
4.4 206.76 1.15
4.4 838.53 1.55
0
0 132.50 0.00
0 206.76 0.00
6.6 1358.13 2274.39
6.6 2119.32 1865.00
6.6 8594.93 2501.83
2.2 1358.13 758.13
2.2 2119.32 621.67
0 0.21 0.00
0 0.48 0.00
4.4 0.23 109.81
8.8 0.21 275.00
8.8 0.48 151.63
8.8 1.08 366.03
2.2 89.67 0.03
6.6 37.35 0.07
6.6 143.29 0.09
![Page 70: Metrado cuatro niveles](https://reader033.fdocumento.com/reader033/viewer/2022060111/5563d02fd8b42a054f8b5444/html5/thumbnails/70.jpg)
18524.61 9546.78
![Page 71: Metrado cuatro niveles](https://reader033.fdocumento.com/reader033/viewer/2022060111/5563d02fd8b42a054f8b5444/html5/thumbnails/71.jpg)
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