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2014
EXAMEN PARCIAL III
FACULTAD DE INGENIERÍA CIV ANÁLISIS ESTRUCTURAL II
CATEDRÁTICO: Ing. Ronald Santana Tapia ALUMNO
: Chacón Quinto Charles Lem
SEMESTRE
: VIII
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EXAMEN PARCIAL III
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INTRODUCCIÓN
Nuestro país ha soportado una cantidad de sismos muy significativa y de gr
magnitudes, esto esto a consecuencia consecuencia que se encuentra en la franja sísmica sísmica denom
“cinturón de fuego del pacífico”. Es así que se ha registrado algunos de los más gr
terremotos, no solo por la cantidad de pérdidas humanas y materiales, sino por los g
en los que se han presentado, entre ellos tenemos al Terremoto de Lima-Callao en 19 Terremoto de Ancash de 1970 y el Terremoto de Pisco en el 2007.
Los sitios donde se diseña con una buena normativa sismo-resistente, sismo -resistente, donde la constr es sometida a una supervisión estricta, el daño es mínimo en comparación con el ob
en sitios donde no se han tomado las medidas correspondientes. Empero, es impo
resaltar que diseñar acorde a la norma no siempre salvaguarda contra el daño exc producido por terremotos severos.
En el presente trabajo, se utilizara la norma E.030 de Diseño Sismo-resistent Reglamento Nacional de Edificaciones para lograr el objetivo principal, de realizar un
sísmico seudotridimensional el método matricial de las fuerzas estáticas a s Master your semester with por Scribd Read Free Foron 30this Days Sign up to vote title también modelar mediante el programa SA SAP2000, P2000, una edificación aporti aporticada cadade co & The New York Times Useful Not useful Special offer for students: Only armado de$4.99/month. 2 pisos y determinar su comportamiento.
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EXAMEN PARCIAL III
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OBJETIVOS
Realizar un análisis sísmico seudotridimensional por el método matricial
fuerzas estáticas de una estructura aporticada de dos pisos ubicada en la ciu Huancayo, distrito El Tambo.
Modelar la edificación, destinada para uso de oficinas con el programa SAP200 You're Reading a Preview Unlock fulllos access with a free trial. Obtener mediante este análisis desplazamientos de los pórticos.
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EXAMEN PARCIAL III
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ESPECIFICACIONES:
Resistencia del concreto a la compresión: f ´c 210 kg / cm 2
Fluencia del Acero: f y 4200kg / cm2
Módulo de elasticidad del concreto: Ec 15000 210 kg / cm 2 2173706 .51193
Peso específico del concreto:
Viga: (0.25 x 0.50) m
Columna ϕ 0,30 m
c
2.4tn / m 3
UBICACIÓN:
Provincia de Huancayo, Distrito El Tambo, esta zona presenta las sig características: •
Coeficiente de reducción R = 8
•
Periodo fundamental: T = 0.2
•
Coeficiente de amplificación sísmica C =2.5
•
Factor de uso (categoría C) U = 1
•
Factor de Zona (zona sísmica 3) Z = 0.4
•
You're Reading a Preview
Unlock full access with a free trial.
Factor de suelo (suelo intermedio) S = 1.2 Download With Free Trial
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EXAMEN PARCIAL III
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ANALISIS SEUDO - TRIDIMENSIONAL MATRIZ DE RIGIDECES LATERALES
E
tn
2 17 3. 70 65
2
cm
H1
40
c
Viga :
H2
30
c
Columna circular:
b1
2
h1 d
50
30
PORTICOS 1-2: L1 40
Ic
d
L2 40
4
64
You're Reading a Preview
3
Iv
b1 h1 12
cm4
4
3.976 10
5
2.604 10
Unlock cm4 full access with a free trial.
Download With Free Trial
PRIMER PISO 48 E H1 Master your semester with Scribd KL1 H1 H2 4 H1 Ic Iv Iv 1 Ic & The New York Times 3 3
L1 Special offer for students: Only $4.99/month. H1
L2
12
H1
ton/cm 44.264 Read Free Foron 30this Days Sign up to vote title
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EXAMEN PARCIAL III
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PORTICO 3:
L3 401
L4 401
PRIMER PISO 48 E
KL3
H1
4 H1 Ic
H1
3
H1 H2 Iv L3
Iv L4
1 12
Ic
44.254
ton/cm
98.056
ton/cm
3
H1
SEGUNDO PISO 48 E
KL4
H2
4 H2 Ic
H2
3
H1 H2 Iv L3
Iv L4
1 12
You're 3 Reading a Preview Ic
H1
Unlock full access with a free trial.
PORTICO C:
Download With Free Trial L5 40 L6 35
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48 E
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EXAMEN PARCIAL III
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PORTICO B: L7 40 L8 35
PRIMER PISO 48 E
KLB
H1
4H1 Ic H1
3
44.525
H1 H2 Iv L7
Iv
L8
1 12
Ic
ton/cm
3
H1
SEGUNDO PISO 48 E
KLB2
H2
4 H1 Ic H2
3
77.044
H1 H2 Iv L7
Iv L8
1 12
ton/cm
You're 3 Reading a Preview Ic
H2
Unlock full access with a free trial.
PORTICO A:
Download With Free Trial L9 40
L10 30
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48 E
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EXAMEN PARCIAL III
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CENTRO DE MASAS CM(Xo,Yo) PRIMER PISO - SEGUNDO PISO 8 0.5 4 8 2 3 8 5.5 0.5 7 2 3 3.626 Xo 48 3 8 0.54
Xo 2 Xo
8 28 4 8 4 3 8 4 0.5 2 3 4.046 Yo 4 8 3 8 0.54
3.626
Yo2 Yo 4.046
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CENTRO DE RIGIDEZ CR(Xr,Yr) PISO Master yourPRIMER semester with Scribd KL10 KL37.25 KL14 & The New YorkXr Times 3.75 KL1 KL1 KL3 Special offer for students: Only $4.99/month.
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EXAMEN PARCIAL III
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EXCENTRICIDAD DIRECTA PRIMER PISO ex Xo ey
Xr 0.123 m
Yo Yr 0.055
m
SEGUNDO PISO ex2 Xo2 Xr2 0.122
m
ey2 Yo 2 Yr2 0.058
m
ACCIDENTAL eaccx 0.057.5 0.375
eaccy
m
0 .05 8 0.4 m
EXCENTRICIDAD REAL CONDICION 1: PRIMER PISO: e1x 1. 5 ex eaccx 0.56 You'rem Reading a Preview
eaccy e1y 1. 5ey
0.483 Unlock fullm access with a free trial.
Download With Free Trial
SEGUNDO PISO:
e1x2 1.5ex2 eaccx 0.558 e1 y2 1. 5 ey 2 eaccy
m
0.486
CONDICION 2: Master your semester with Scribd PRIMER PISO: & The New York Times e2x ex eaccx 0.252 m Special offer for students: Only $4.99/month. e2y ey
eaccy
0.345
m
m
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EXAMEN PARCIAL III
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ANÁLISIS SÍSMICO ESTATICO CORTANTE BASAL (V): Parámetros sìsmicos: Z
0.
(Huancayo)
U
1
(Oficinas)
S
1.
(Suelo Intermedio)
R
8
(Sistema aporticado)
C 2. P1 1
t on m2
Pt P1 A1 P2 A2
PRIMER PISO: P1
H1 100
m2
A1
5
A2
5
m
110.2
V
wh1
t on
P2 0.
Z U C S R
Pt 16.53
SEGUNDO PISO: You're Reading a Preview Unlock full access with a free wh2 trial. P2
4
H1 H2 100
6.3
Download With Free Trial wh 1 wh 2 10.3
SUMA
V1
wh1 SUMA
V 6.419
t on
V2
wh2 SUMA
V 10.111
CALCULO DEL VECTOR FUERZAS EXTERNAS (f): Master your semester withDEScribd Read Free Foron 30this Days Sign up to vote title DIRECCIÓN DE SISMO X-X & The New York Times Useful Not useful Special offer for students: Only $4.99/month. CONDICIÓN 1:
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EXAMEN PARCIAL III
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F11x( 0 0) F11x( 1 0) F11x ( 2 0) F1x F12x( 0 0) F12x ( 1 0)
6.419 0
359.462 10.111 0 564.262
F12x
( 2 0)
CONDICIÓN 2: PRIMER PISO:
SEGUNDO PISO:
Mt 3 V1 e2 x 100 161.572
Mt4 V2 e2x2 100 255.737
V1 6.419 F21x
0
0
V2 10.111 F22x
0
0
You're Reading a Preview Mt3 161.572 Mt4 255.737 Unlock full access with a free trial.
Download With Free Trial
F21x( 0 0)
6.419 F21x( 1 0) 0 F21x( 2 0) 161.572 F2x F22x Master your semester with Scribd ( 0 0) 10.111 Read Free For 30 Days F22x 0 Sign up to vote on this title & The New York Times Useful Not useful ( 1 0) 255.737 Cancel anytime. Special offer for students: Only $4.99/month. F22x ( 2 0)
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EXAMEN PARCIAL III
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F11y( 0 0) F11y( 1 0) F11y( 2 0) F1y F12y ( 0 0) F12y ( 1 0)
6.419 0
309.765 10.111 0 491.793
F12y
( 2 0)
CONDICIÓN 2: PRIMER PISO:
SEGUNDO PISO:
Mt 7 V1 e2 y 100 221.451
V1 F21y
0
Mt8 V2 e2y2 100 346.177
6.419 0
V2 10.111 F22y
Mt7 221.451
0
0
Mt8 346.177
You're Reading a Preview
F21y( 0 0)
Unlock full access with a free trial. 6.419 F21y( 1 0) 0 Download With Free Trial F21y 221.451 ( 2 0) F2y F22y 10.111 ( 0 0) F21y 0 ( 1 0) 346.177 F22y ( 2 0)
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EXAMEN PARCIAL III
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(cos (1))2 k1 KL1 cos ( 1) sin ( 1) r1cos (1) (cos ( 1) )2 k12 KL 2 cos ( 1) sin ( 1)
r12 cos ( 1)
(cos ( 2))2 k2 KL1 cos ( 1) sin ( 1)
r2 cos ( 1)
( cos ( 2) )2 k22 KL 2 cos ( 1) sin ( 1) r22 cos ( 1)
cos ( 1) sin ( 1) r1cos ( 1) ( sin( 1) )
2.807 10 5 0.035 12.771 1.604 r1sin ( 1) 44.264 0.035 2 4 r1 12.771 1.604 10 5.811 10
2
r1sin ( 1)
cos ( 1) sin ( 1) r12 cos ( 1) 2
( sin ( 1) )
r12 sin ( 1)
6.226 10 5 r12 sin ( 1) 0.078 2
2
r2sin ( 1)
2.807 10 5 r2sin ( 1) 0.035 2
r2
r3cos ( 3) $4.99/month. Special offer for students: Only
1.328
You're Reading a Preview
2
( sin ( Download 1) ) r22With sin ( 1Free ) Trial 0.078 r22 sin ( 1)
2
r22
r3sin ( 3)
2
r3
2.946
1.289
0.035
1.328
44.264
1.668 10 3
6.284 10
0.078
2.946
1.668 10
5 access trial. coswith cos ( 2)Unlock sin ( 1)fullr22 ( 1)afree 6.226 10
( cos (3))2 cos ( 3) sin (3) r3cos (3) your semester with Scribd 2 k3 KL3 cos ( 3) sin ( 3) ( sin( 3) ) r3sin ( 3)
Master & The New York Times
3.557 10
cos ( 2) sin ( 1) r2 cos ( 1) ( sin( 1) )
3.557
98.183 4
28.328
r12
28.32
0.078
3.699
98.183 3
3.699 10
1.394
3 1.093 6.868 2.931 10 4 Free For43.161 30this Days Sign up to vote on title Read 6.868 1.842 10
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2.931 10
1.842 10
6
7. 86 1 0
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EXAMEN PARCIAL III
Sheet Music
(cos ( A))2 kAA KLA cos ( A ) sin ( A)
cos ( A ) sin ( A) rAcos ( A ) ( sin( A ) )
rA cos ( A )
rA2 cos ( A)
(cos (A))2 kB KLB cos ( A ) sin ( A )
rBcos ( A )
( cos (A) )2 kB2 KLB2 cos ( 3) sin ( A )
rB2 cos ( A )
rA sin ( A)
rA sin ( A )
( cos ( A) )2 kAA2 KLA2 cos ( 3) sin ( A )
2
rA
2
2
rA2sin ( A)
rA2sin ( A)
rA2
2
cos ( A ) sin ( A ) rBcos ( A ) ( sin ( A) )
2
rBsin ( A )
rBsin ( A ) 2
rB
4
0 4 1.814 10
cos ( 3) sin ( A ) rA2 cos ( A ) ( sin ( A) )
0 1.814 10
44.828
0 0
0 3.144 10 4
77.719
0 4 3.144 10
44.525
6 7.338 10 0
7 1.272 10
0
0
0
0 204.712
0 0 204.712 0
0
941.206
cos ( 3) sin ( A ) rB2 cos ( A )
77.044 0 0 0 2 ( sin( A) ) rB2sin ( A ) You're Reading a 2Preview 354.227 0 rB2sin ( A ) rB2
354.227 0
3
1.629 10
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(cos (A))2 kC KLC cos ( A ) sin ( A ) rCcos (A)
cos ( A ) sin ( A) rCcos ( A ) ( sin( A ) )
2
rCsin ( A )
rCsin ( A) 2
rC
44.525
0
0 1.761 10 4
6 6.961 10
0
4 1.761 10
0
0
Master your semester with Scribd Free Foron 30this Days Sign up to vote title ( cos (A) )2 cos ( 3) sin ( A) rC2 cos ( A)Read 4 77.044 0 3.046 10 & The New York Times Useful Not useful 2 kC2 KLC2 cos ( 3) sin ( A ) Special offer for students: Only $4.99/month.
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EXAMEN PARCIAL III
Sheet Music
k2piso k12 k22 k32 kAA2 kB2 kC2
234.229
15.374
15.374
292 3
7.804 10
7.804 10 3 3
8.937 10 3
8.937 10
7
5.521 10
MATRIZ DEL SISTEMA
Ksist
k1piso( 0 0) k2piso0 0
k1piso
k2piso k2piso k2piso k2pi k1piso 0 1 0 2 0 2 0 0
k1piso( 1 0) k2piso1 0 k1piso( 2 0) k2piso2 0 k2piso 0 0 k2piso 1 0
k1piso
k2piso 1
1
k1piso
k2piso 1
2
k1piso
k2piso 2
1
k1piso
k2piso 2
2
k2piso
2 0
369.2
0 1 1 1 2 1
1 2 2 2
k2pi
k2piso
k2pi
1 0 2 0
k2piso 0 1
k2piso 0 2
k2piso
k2pis
k2piso
k2piso
k2piso
k2pis
k2piso
k2piso
k2piso
k2pis
1 1
1 2
2 1
22.312
k2piso
2 2
You're Reading a Preview 4 234.229 15.374 1.146 10
0 0 1 0 2 0
7.804 10 3
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Ksist
4 3 22.312 423.689 1.299 10 15.374 292 8.937 10 7With Free Trial 3 3 7 1.146 104 1.299 104 Download 8.325 10 7.804 10 8.937 10 5.521 10 3 3 234.229 234.229 15.374 7.804 10 15.374 7.804 10 3 3 292 8.937 10 15.374 292 8.937 10 15.374 3 3 7 3 3 7 7.804 10 8.937 10 5.521 10 7.804 10 8.937 10 5.521 10
Master your semester with Scribd VECTOR DE Times DESPLAZAMIENTO & The New York Special offer for students: Only $4.99/month.
DIRECCIÓN DEL SISMO X-X
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EXAMEN PARCIAL III
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DIRECCIÓN DEL SISMO Y-Y CONDICIÓN 1
CONDICIÓN 2
cm
6.87 10 5 1.361 10 1 F1y u1y Ksist 0.166 3 9.243 10 5 1. 68 10
cm
0.122
3
r ad cm cm
r ad
0.124
cm
3
cm
5.424 10 5 3.56 10 1 F2y u2y Ksist 0.167 3 7.353 10 5 4.773 10
ra cm cm
ra
Control de desplazamiento laterales VALOR MAXIMO SEGUN LA NORMA E-30
PRIMER PISO 7
400 2.8
1000
SISMO EN DIRECCION X-X
SEGUNDO PISO c
7
300 2.1
cm
1000
You're Reading a Preview
0.169 3 R Unlock full access with a free trial. cm 4 1.014 3 cm 6.766 10 3Download 6.766With 10 Free Trial 5 ra d 3.661 10 3.661 10 5 umaxX cm 1.296 0.216 3 R 4 8.734 10 3 cm 3 8.734 10 4.543 10 5 ...ok ra d semester with 5Scribd Read Free Foron 30this Days Sign up to vote title 4.543 10
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EXAMEN PARCIAL III
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FUERZA CORTANTE EN CADA ELEMENTO DIRECCIÓN DE SISMO X-X Fuerza cortante PISO 1 ELEMENTO 1
Fuerza cortante
You're Reading a Preview CONDICIÓN 1
PISO 1
CONDICIÓN 2
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V11 KL 1 1 0.553
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V12 KL 1 2 0.304
3
V13 KL 3 3 0.261
Master your semester with Scribd & The New York Times V1A KL A A 4.683 A
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V21 KL 1 12 0.283
V22 KL 1 22 0.286
V23 KL 3 32
0.568
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V2A KL A A2
5.502
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EXAMEN PARCIAL III
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PISO 2
Fuerza cortante ELEMENTO
CONDICIÓN 1 V12 1 KL 2 s1
PISO 2
Fuerza cortante
CONDICIÓN 2 V221 KL2 s12
0.808
V122 KL2 s2 0.912
V222 KL2 s22
0.86
3
V123 KL4 s3 0.744
V22 3 KL 4 s32
1.662
A
V12A KLA2 sA 11.017
V22A KLA2 sA2 12.872
B
V12B KLB2 sB
12.91
V22B KLB2 sB2 12.801
C
V12C KLC2 sC
14.898
V22C KLC2 sC2 12.842
1
2
1.621
You're Reading a Preview
DIRECCIÓN DE SISMO Y-Y
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Fuerza cortante PISO 1 PISO 1 Download With Free Trial CONDICIÓN 1 CONDICIÓN 2
Fuerza cortante ELEMENTO 1
V21 y KL 1 12y 0.331
V1 1y KL 1 1y 0.522
V1 2y with KL 1 2y Scribd 0.281 Master your semester & The New York Times 2
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V2 3y KL 3 32y
0.041
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EXAMEN PARCIAL III
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Fuerza cortante
PISO 2
Fuerza cortante PISO 2
CONDICIÓN 1
ELEMENTO
CONDICIÓN 2
1
V1y KL 2 s1y
1.505
V1 yy KL 2 s12y
2
V2y KL 2 s2y
0.845
V2 yy KL 2 s22y 0.899
3
V3y KL 4 s3y 2.352
V3 yy KL 4 s32y 0.105
A
VA y KL A2 sAy
VAyy
B
VBy KLB2 sBy
12.77
VByy KLB2 sB2y
12.881
C
VCy KLC2 sCy
12.252
VCyy KLC2 sC2y
14.352
13.404
0.976
KLA2 sA2y 11.51
You're Reading a Preview Unlock full access with a free trial. PRIMER PISO
ELEMENTO
Download SX2 With Free Trial
SX1
SY1
SY2
u(cm)
V(ton)
u(cm)
V(ton)
u(cm)
V(ton)
u(cm)
1
0,012
0,553
-0,006
-0,283
-0,012
-0,522
0,007
2
-0,007
-0,304
-0,006
-0,286
-0,006
-0,281
-0,007
3 A
-0,006
-0,261
0,013
0,567
0,018
0,805
-0,001
0,104
4,677
0,123
5,496
0,128
5,731
0,109
B
0,124
5,525
0,123
5,48
0,122
5,467
0,123
0,143
6,369
0,123
5,465
0,117
5,207
0,138
C Master your semester with Scribd & The New York Times
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SEGUNDO PISO SX2
SY1
SY2
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