DISEÑO ESTRUCTURAL TORRE TRIANGULAR AUTOSOPORTADA DE H=48m
SITE BUENOS AIRES 3
INDICE
1.
ALCANCES ............................................................................................................................................ 5
2.
DESCRIPCIÓN DE LA ESTRUCTURA ..................... ................................ ...................... ...................... ...................... ...................... ...................... ....................... ................ .... 5
3.
NORMAS DE DISEÑO ........................................................................................................................... 8
4.
MATERIALES ........................................................................................................................................ 8
5.
PARAMETROS DE DISEÑO ..................... ................................ ...................... ...................... ...................... ...................... ...................... ....................... ....................... ................. ...... 8 5.1 5.2 5.3 5.4
6.
CLASIFICACIÓN DE LAS ESTRUCTURAS. ........................... .......................................... ............................. ............................ ............................ ............................ .................... ...... 8 CATEGORÍA DE EXPOSICIÓN DE LA ESTRUCTURA. ............................ ........................................... ............................. ............................ ............................ .................... ...... 8 CATEGORÍA TOPOGRÁFICA DE LA ESTRUCTURA. ........................... ......................................... ............................ ............................ ............................ ....................... ......... 8 ALTURA DE CRESTA ........................... ......................................... ............................ ............................ ............................ ............................ ............................ ............................ .................. .... 9
CARGAS DE VIENTO SOBRE LA ESTRUCTURA ............................... .......................................... ...................... ...................... ...................... ...................... ............. 9 6.1 6.2 6.3 6.4 6.5 6.6
7.
VIENTO SOBRE LA ESTRUCTURA METÁLICA : ............................ ........................................... ............................. ............................ ............................ ........................... ............. 9 PRESIÓN DINÁMICA ............................ .......................................... ............................ ............................ ............................ ............................ ............................ ............................ .............. 10 FACTOR DE RÁFAGA. ........................... ......................................... ............................ ............................ ............................ ............................ ............................ ............................ .............. 10 FUERZA DE VIENTO DE DISEÑO SOBRE LA ESTRUCTURA. .......................... ......................................... ............................. ............................ ......................... ........... 10 FUERZA DE VIENTO DE DISEÑO SOBRE LOS ACCESORIOS. ............................ .......................................... ............................ ............................. ....................... ........ 11 RELACIÓN DE ESBELTEZ............................. .......................................... ............................ ............................ ............................ ............................. ............................. ...................... ........ 11
COMBINACIONES DE CARGA ...................... ................................. ...................... ...................... ...................... ...................... ...................... ...................... ..................... .......... 11 7.1 7.2
8.
COMBINACIONES DE CARGA PARA ESTADO LIMITE DE RESISTENCIA......................... RESISTENCIA........................................ ..................... ...... 11 COMBINACIONES DE CARGA PARA ESTADO LIMITE DE SERVICIO ............................ ........................................... ....................... ........ 12
DATOS DE INGRESO AL PROGRAMA ............................... .......................................... ...................... ...................... ...................... ...................... ...................... ............. 12 8.1 8.2 8.3
9.
GEOMETRÍA ............................ ........................................... ............................. ............................ ............................ ............................ ............................ ............................ ....................... ......... 12 CARGAS DE ANTENAS ........................... ......................................... ............................ ............................ ............................ ............................. ............................. .................... ...... 14 CARGAS ........................... ......................................... ............................ ............................ ............................ ............................ ............................ ............................ ............................ .............. 14
EVALUACION DE LA TORRE ..................... ................................ ...................... ...................... ...................... ...................... ...................... ....................... ....................... ............. .. 19 9.1 9.2
DISEÑO POR SUPERVIVENCIA: VELOCIDAD DE VIENTO 100KM/H ........................... ......................................... ......................... ........... 19 DISEÑO POR OPERACION: VELOCIDAD DE VIENTO 75KM/H .......................... ........................................ ............................ ..................... ....... 29
10.
REACCIONES EN LA BASE ...................... ................................. ...................... ...................... ...................... ...................... ...................... ...................... ...................... ............. 31
11.
CONCLUSIONES ....................... .................................. ...................... ...................... ...................... ...................... ...................... ...................... ...................... ...................... .............. ... 34
4
BASES DE CÁLCULO Y ESTRUCTURACION 1.
ALCANCES
La presente memoria de cálculo describe los criterios adoptados para el diseño estructural de una torre autosoportada triangular de 48m. Se ha usado el programa Ms-Tower En la presente también se especifican los materiales utilizados, las cargas car gas consideradas y sus combinaciones, método de análisis, las normas y códigos que se emplearán en el presente informe.
2.
DESCRIPCIÓN DE LA ESTRUCTURA
La estructura consta de una estructura recta e inclinada de 3 lados Las dimensiones generales de la estructura son las siguientes: • Altura total
48.00m.
• Ancho
de tramos recto 1.50 m.
• Ancho
de base 5.40 m.
• Los
elementos principales y secundarios de la torre son perfiles angulares:
5
1
2.0
L3"x1/4"
L2"x3/16"
L2"x3/16"
-
-
-
-
2
2.0
L3"x1/4"
L2"x3/16"
L2"x3/16"
-
-
-
-
3
2.0
L3"x1/4"
L2"x3/16"
L2"x3/16"
-
-
-
-
4
3.0
L4"x3/8"
L2"x3/16"
L2"x3/16"
-
-
-
-
5
3.0
L4"x3/8"
L2"x3/16"
L2"x3/16"
-
-
-
-
6
3.0
L4"x3/8"
L2.5"x3/16"
L2"x3/16"
-
-
-
-
7
3.0
L4"x3/8"
L2.5"x3/16"
L2"x3/16"
-
-
-
-
8
6.0
L5"x3/8"
L2.5"x3/8"
L2"x3/16"
L 2"x3/16"
L 2"x3/16"
L 2"x3/16"
L 1.5"x3/16"
9
6.0
L5"x3/8"
L2.5"x3/8"
L2"x3/16"
L 2"x3/16"
L 2"x3/16"
L 2"x3/16"
L 1.5"x3/16"
10
6.0
L6"x3/8"
L3"x1/4"
L2"x3/16"
L 2"x3/16"
L 2"x3/16"
L 2"x3/16"
L 1.5"x3/16"
11
6.0
L6"x3/8"
L3"x1/4"
L2.5"x3/16"
L 2"x3/16"
L 2"x3/16"
L 2.5"x3/16"
L 1.5"x3/16"
12
6.0
L6"x1/2"
L3"x1/4"
L2.5"x3/16"
L 2"x3/16"
L 2"x3/16"
L 2.5"x3/16"
L 1.5"x3/16"
6
PARARRAYO LUZ DE BALIZAJE ° 4 5
L E
0 0
N
1
O
0
A T
2
P C E
0
L E R
0
0 0
N
0
2
O
0
A
6 M
2
P A L R E T
0 0
N
3 0
A
2
P L 0
E
0 4
N
0
A
3
P L E
0 0
N
5 0
A
3
P
L 0
E
0 6
N
0
A
3
P L E
0 0
N
7 0
A
3
P
L E
0 0
N
8 0
A
6
P
0 0 0 8 4 O D A IN L L IN
N
0 C
0
E
0 0 2
0 9 0
A
4
6
P O M A R T
L
0
E 0
0
N 1
0
A
6
P
L
0
E 1
0
N
1 0
A
6
P
L E
0 2
N
0 1
A
0 6
P
5400
TORRE TORR E AUTOSOPOR AUTOS OPORTADA TADA H=48 m
7
3.
NORMAS DE DISEÑO
Las normas que contemplan el siguiente proyecto estructural son las siguientes: TIA/EIA 222 – G.
“Structural Standards for steel antenna towers and
antenna supporting
structures”
4.
MATERIALES
Los materiales utilizados son los siguientes: Los perfiles que conforman la estructura de la torre son de acero ASTM A-572 Gr. 50
‐
- Los perfiles usados en la estructura son perfiles cuyas alas forman un ángulo entre sí de 90º. Los pernos considerados en las conexiones de elementos principales y secundarios son del tipo ASTM A-325 ‐
5.
PARAMETROS DE DISEÑO
5.1 CLASIFICACIÓN DE LAS ESTRUCTURAS . Según la norma ANSI/TIA-222-G en el ítem 2.8.3 en la tabla 2-1 presenta la clasificación de las estructuras por clases, para nuestro caso la estructura es de clase II.
5.2 CATEGORÍA DE EXPOSICIÓN DE LA ESTRUCTURA . Según la norma ANSI/TIA-222-G en el ítem 2.6.5.1, presenta la clasificación de las estructuras por categoría de exposición, para nuestro caso la estructura es e s categoría de exposición D.
5.3 CATEGORÍA TOPOGRÁFICA DE LA ESTRUCTURA . Según la norma ANSI/TIA-222-G en el ítem 2.6.6.2, presenta la clasificación de las estructuras por categoría topográfica, para nuestro caso la estructura es categoría topográfica 2. 8
5.4 ALTURA DE CRESTA 0 metros
6.
CARGAS DE VIENTO SOBRE LA ESTRUCTURA
Las expresiones usadas para determinar la presión del viento tanto en la estructura metálica como en los accesorios y en las antenas según la norma ANSI/TIA-222-G, se detallan detallan a continuación. continuación. Las direcciones de la velocidad de viento a considerar se toman de la tabla 2-6 de la norma ANSI/TIA-222-G. ANSI/TIA-222-G.
6.1 VIENTO SOBRE LA ESTRUCTURA METÁLICA : La fuerza de viento de diseño, Fw, se deberá determinar de la siguiente manera: FW=FST+FA+FG Donde: FST = Fuerza de viento de diseño sobre la estructura de acuerdo con 2.6.9.1 FA = Fuerza de viento de diseño sobre los accesorios de acuerdo con 2.6.9.2 FG = Fuerza de viento de diseño sobre las riendas de acuerdo con 2.6.9.3
9
Antes vemos según la norma ANSI/TIA el cálculo de algunos parámetros importantes:
6.2 PRESIÓN DINÁMICA La presión dinámica, qz, evaluada a la altura z se deberá calcular de acuerdo con la siguiente ecuación: qz = 0.00256 Kz Kzt Kd V 2 I (Ib/ft2) = 0.613 Kz Kzt Kd V 2 I [N/m2] Donde: Kz = coeficiente de presión dinámica de acuerdo con 2.6.5.2 Kzt = factor topográfico de acuerdo con 2.6.6.4 Kd = factor de probabilidad pr obabilidad de la dirección del viento de acuerdo con la Tabla 2-2. V = velocidad básica del viento para la condición de carga investigada, investigada, mph [m/s] I = factor de importancia de acuerdo con la Tabla 2-3.
6.3 FACTOR DE RÁFAGA.
Donde: h = Altura de la estructura. A continuación presentamos las fuerzas de viento sobre la estructura, sobre los accesorios y sobre las riendas (cables).
6.4 FUERZA DE VIENTO DE DISEÑO SOBRE LA ESTRUCTURA . La fuerza de viento de diseño, FST, aplicada a cada sección de una estructura se deberá determinar de la siguiente manera: Fst = qz Gh (EPA)s
Donde: Fst = Fuerza de viento de diseño horizontal sobre la estructura en la dirección del viento. qz = presión dinámica de acuerdo con 2.6.9.6. Gh = factor de ráfaga de acuerdo con 2.6.7. (EPA)s = área proyectada efectiva de la estructura de acuerdo con 2.6.9.1.1 ó 2.6.9.1.2. 10
6.5 FUERZA DE VIENTO DE DISEÑO SOBRE LOS ACCESORIOS . La fuerza de viento de diseño sobre los accesorios (ya sean puntuales o lineales pero excluyendo las antenas de microondas), FA, se deberá determinar de acuerdo con la siguiente ecuación: FA = qz Gh (EPA)A
Donde: qz = presión dinámica a la altura del eje del accesorio de acuerdo con 2.6.9.6 Gh = factor de ráfaga de acuerdo con 2.6.7 (Nota: Ver el factor de ráfaga, Gh, para el diseño por resistencia de los accesorios en 2.6.9.) (EPA)A = área proyectada efectiva del accesorio incluyendo el hielo para las combinaciones de carga que incluyen hielo.
6.6 RELACIÓN DE ESBELTEZ . Preferentemente la relación de esbeltez, L/r, no deberá ser mayor que: (a) 150 para los elementos de los puntales, (b) 200 para los elementos comprimidos principales excepto los elementos de los puntales, (c) 250 para los elementos secundarios, y (d) 300 para los elementos traccionados, excepto para el arriostramiento arriostramiento y los cables de las varillas de tracción.
7.
COMBINACIONES DE CARGA
7.1 COMBINACIONES DE CARGA PARA ESTADO LIMITE DE RESISTENCIA Las estructuras y fundaciones se deberán diseñar de manera tal que su resistencia de diseño sea mayor o igual que las solicitaciones debidas a las cargas mayoradas para cada una de las siguientes combinaciones correspondientes correspondientes al estado límite: 1. 2. 3. 4.
1.2 D + 1.6 Wo 0.9 D + 1.6 Wo 1.2 D + 1.0 E 0.9 D + 1.0 E 11
Donde: D = carga permanente de la estructura y los accesorios, excluyendo las riendas. riendas. E = carga sísmica. Wo = carga de viento sin hielo. El cálculo estructural de la estructura metálico, se basa fundamentalmente para fuerzas producidas por acción del viento que es la condición más desfavorable para este tipo de estructuras.
7.2 COMBINACIONES DE CARGA PARA ESTADO LIMITE DE SERVICIO La combinación en servicio para la estructura es las siguiente: 1.
8.
D + Wo
DATOS DE INGRESO AL PROGRAMA
8.1 GEOMETRÍA TITL1 Torre autosoportada 48m- BUENOS AIRES TITL2 Velocidad: Supervivencia 100km/h Operación 75km/h UNITS 1 $ 1=metric, 4=US PROFILE FACES 3 WBASE 5.40 RLBAS 0 $ $ $
TODO: Remove '$' and replace '?' with appropriate section numbers in following PANEL blocks.
$-------------------- Inicio tramo recto ------------------------PANEL 1 HT 2 TW 1.50 FACE X LEG 40 BR1 50 H1 50 PANEL 2 HT 2 FACE XH1 LEG 40 BR1 50 H1 50 PANEL 3 HT 2 FACE XH1 LEG 40 BR1 50 H1 50 $-------------------------- Inicio tramo variable ----------------PANEL 4 HT 3.000 TW 1.50 FACE XH1 LEG 65 BR1 50 H1 50 PLAN PT2 PB1 50 PB2 0 TOP PANEL 5 HT 3.000 FACE XH1 LEG 65 BR1 50 H1 50 PANEL 6 HT 3.000 FACE XH1 LEG 65 BR1 46 H1 50 PANEL 7
HT 3.000
12
FACE XH1 LEG 65 BR1 46 H1 50 PANEL 8 HT 6.000 FACE XH3 LEG 22 BR1 87 H1 50 R1 50 R2 50 R3 50 R4 50 PLAN PT2 PB1 0 PB2 50 XIP HIP HS HP1 55 HP2 0 HP3 55 PANEL 9 HT 6.000 FACE XH3 LEG 22 BR1 87 H1 50 R1 50 R2 50 R3 50 R4 50 PLAN PT2 PB1 0 PB2 50 XIP HIP HS HP1 55 HP2 0 HP3 55 PANEL 10 HT 6.000 FACE XH3 LEG 85 BR1 40 H1 50 R1 50 R2 50 R3 50 R4 50 PLAN PT2 PB1 0 PB2 50 XIP HIP HS HP1 55 HP2 0 HP3 55 PANEL 11 HT 6.000 FACE XH3 LEG 85 BR1 40 H1 46 R1 50 R2 50 R3 50 R4 50 PLAN PT2 PB1 0 PB2 46 XIP HIP HS HP1 55 HP2 0 HP3 55 PANEL 12 HT 6.000 FACE XH3 LEG 13 BR1 40 H1 46 R1 50 R2 50 R3 50 R4 50 PLAN PT2 PB1 0 PB2 46 XIP HIP HS HP1 55 HP2 0 HP3 55 END SUPPORTS $ TODO - support list goes here $ syntax: $ { COORD x y z | LEG abcd } ... $ { PINNED | FIXED [ BUT { releases | springs } ] }
COORD COORD COORD
-3.118 1.559 1.559
0.00 2.70 -2.70
0.00 0.00 0.00
PINNED PINNED PINNED
END SECTIONS $ TODO - section list goes here $ $ LIBR libr IFACT 1.0 $ format of section data : $ n sname [Y|X] [CONNECT C|S|L] [BH bh] [FY fy] LIBR P:US IFACT 1.0 13 22 40 46 50 55 65 75 81 82 83 84 85 86 87
EA6x6x1/2 EA5x5x3/8 EA3x3x1/4 EA2.5x2.5x3/16 EA2x2x3/16 EA1.5x1.5x3/16 EA4x4x3/8 EA2x2x1/4 EA3x3x5/16 EA5x5x1/2 EA4x4x1/2 EA2.5x2.5x1/4 EA6x6x3/8 EA2.5x2.5x5/16 EA2.5x2.5x3/8
Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y
FY FY FY FY FY FY FY FY FY FY FY FY FY FY FY
350 350 350 350 350 350 350 350 350 350 350 350 350 350 350
END END
13
8.2 CARGAS DE ANTENAS El número de antenas que fueron consideradas en el diseño fueron las siguientes:
Cargas de Diseño: Las antenas RF consideradas son: - 06 RF ubicadas a 48m. Las antenas microondas consideradas son: - 03 MW de 1.20m de diámetros ubicados a 46 m.
8.3 CARGAS PARAMETERS ANGN CODE ICE ALTOP CLASS-G TOPCAT-G VB OVERLAP
0.0 TIA222G RO 0.0 0 2 2 27.78 1
RW 0.0
$ WIND PROFILE TO THIS CODE $ $ SITE + TOWER HEIGHT FOR ICEING
$ 27.78m/s=100km/h 20.83m/s=75km/h
END TERRAIN ANGLE 0 TCAT 4
H
118 $
$BETAH 0.0 XLEE 0.0
END LOADS CASE 100 Weight of tower plus ancillaries DL
$ ---------- wind load - no ice ----------$ TODO - any additional NDLDs go here CASE 200 wind at 0 to X axis WL ANGLX 0.0 NOICE CASE 210 wind at 45 to X axis WL ANGLX 45.0 NOICE CASE 220 wind at 90 to X axis WL ANGLX 90.0 NOICE CASE 230 wind at 135 to X axis WL ANGLX 135.0 NOICE CASE 240 wind at 180 to X axis WL ANGLX 180.0 NOICE CASE 250 wind at 225 to X axis
14
WL ANGLX 225.0 NOICE CASE 260 wind at 270 to X axis WL ANGLX 270.0 NOICE CASE 270 wind at 315 to X axis WL ANGLX 315.0 NOICE
$ COMBINACIONES CON CARGAS MAYORADAS $---------------------------------------$------------- WIN LOAD - NO ICE, FULL WIN 1.2D+1.6Wo----------------CASE 410 CARGA: wind at 0 to X axis COMBIN 100 1.200 COMBIN 200 1.600 CASE 420 CARGA: wind at 45 to X axis COMBIN 100 1.200 COMBIN 210 1.600 CASE 430 CARGA: wind at 90 to X axis COMBIN 100 1.200 COMBIN 220 1.600 CASE 440 CARGA: wind at 135 to X axis COMBIN 100 1.200 COMBIN 230 1.600 CASE 450 CARGA: wind at 180 to X axis COMBIN 100 1.200 COMBIN 240 1.600 CASE 460 CARGA: wind at 225 to X axis COMBIN 100 1.200 COMBIN 250 1.600 CASE 470 CARGA: wind at 270 to X axis COMBIN 100 1.200 COMBIN 260 1.600 CASE 480 CARGA: wind at 315 to X axis COMBIN 100 1.200 COMBIN 270 1.600
$ --------------- WIND LOAD - NO ICE, FULL WIND 0.9D+1.6Wo-----------CASE 411 CARGA: wind at 0 to X axis COMBIN 100 0.900 COMBIN 200 1.600 CASE 421 CARGA: wind at 45 to X axis COMBIN 100 0.900 COMBIN 210 1.600 CASE 431 CARGA: wind at 90 to X axis COMBIN 100 0.900 COMBIN 220 1.600 CASE 441 CARGA: wind at 135 to X axis COMBIN 100 0.900 COMBIN 230 1.600
15
CASE 451 CARGA: wind at 180 to X axis COMBIN 100 0.900 COMBIN 240 1.600 CASE 461 CARGA: wind at 225 to X axis COMBIN 100 0.900 COMBIN 250 1.600 CASE 471 CARGA: wind at 270 to X axis COMBIN 100 0.900 COMBIN 260 1.600 CASE 481 CARGA: wind at 315 to X axis COMBIN 100 0.900 COMBIN 270 1.600
$--------------- WSERVICIO 1.2D+1.0W -----------------------CASE 510 CARGA: wind at 0 to X axis COMBIN 100 1.200 COMBIN 200 1.000 CASE 520 CARGA: wind at 45 to X axis COMBIN 100 1.200 COMBIN 210 1.000 CASE 530 CARGA: wind at 90 to X axis COMBIN 100 1.200 COMBIN 220 1.000 CASE 540 CARGA: wind at 135 to X axis COMBIN 100 1.200 COMBIN 230 1.000 CASE 550 CARGA: wind at 180 to X axis COMBIN 100 1.200 COMBIN 240 1.000 CASE 560 CARGA: wind at 225 to X axis COMBIN 100 1.200 COMBIN 250 1.000 CASE 570 CARGA: wind at 270 to X axis COMBIN 100 1.200 COMBIN 260 1.000 CASE 580 CARGA: wind at 315 to X axis COMBIN 100 1.200 COMBIN 270 1.000 END ANCILLARIES LARGE
LIBR P:ANC.LIB
$ use ANC.LIB if library is in DATA area
$ANTENAS PARABOLICAS DISH-1 DISH-2
XA XA
-1.1 0.70
YA YA
0.0 -0.90
ZA 46 ZA 46
LIB ANTMW120 LIB ANTMW120
ANG 120 ANG 120
$ D = 1.2m $ D = 1.2m
16
DISH-3 XA -0.217 $DISH-4 XA -1.1 $DISH-5 XA 0.70
YA YA YA
-0.375 0.0 -0.90
ZA 46 ZA 41 ZA 41
LIB ANTMW120 LIB ANTMW120 LIB ANTMW120
ANG 120 ANG 120 ANG 120
$ D = 1.2m $ D = 1.2m $ D = 1.2m
$PLATAFORMAS CIRCULAR PLATAF-1 XA 0 YA 0 ZA 48 LIB CIRCLE-2 ANG 0 FACT 2.8 $PLATAF-2 XA 0 YA 0 ZA 43 LIB CIRCLE-2 ANG 0 FACT 2.8 $ANTENAS CELULARES $SECTOR-A XA 1.20 YA 2.00 ZA 48 SECTOR-B XA 0.85 YA 2.15 ZA 48 SECTOR-C XA 1.65 YA 1.75 ZA 48
LIB A0142T ANG -60 LIB A0142T ANG -60 LIB A0142T ANG -60
$SECTOR-D XA -2.3 SECTOR-E XA -2.3 SECTOR-F XA -2.3
LIB A0142T ANG 180 LIB A0142T ANG 180 LIB A0142T ANG 180
YA 0 YA 0.5 YA -0.5
ZA 48 ZA 48 ZA 48
$SECTOR-G XA 1.20 YA -2.00 ZA 48 SECTOR-H XA 0.85 YA -2.15 ZA 48 SECTOR-I XA 1.65 YA -1.75 ZA 48
LIB A0142T ANG 60 LIB A0142T ANG 60 LIB A0142T ANG 60
$SECTOR-K XA $SECTOR-L XA
0.85 1.65
YA YA
2.15 1.75
$SECTOR-N XA -2.3 $SECTOR-O XA -2.3
YA 0.5 YA -0.5
$SECTOR-Q XA $SECTOR-R XA
YA YA
0.85 1.65
ZA ZA
43 43
LIB A0142T ANG -60 LIB A0142T ANG -60
ZA ZA
43 43
LIB A0142T ANG 180 LIB A0142T ANG 180
-2.15 -1.75
ZA ZA
43 43
LIB A0142T ANG 60 LIB A0142T ANG 60
LINEAR LIBR P:LIN.LIB LADDER1
XB 0.0
YB 0.0
$ CABLES FDR-GRP1 XB 0.05 YB ANG 0 FDR-GRP2 XB 0.10 YB ANG 0 FDR-GRP3 XB 0.15 YB ANG 0 FDR-GRP4 XB 0.20 YB ANG 0 FDR-GRP5 XB 0.25 YB ANG 0 FDR-GRP6 XB 0.30 YB ANG 0 FDR-GRP7 XB 0.35 YB ANG 0 FDR-GRP8 XB 0.40 YB ANG 0 FDR-GRP9 XB 0.45 YB ANG 0 FDR-GRP10 XB 0.50 YB ANG 0 FDR-GRP11 XB 0.55 YB ANG 0 FDR-GRP12 XB 0.05 YB ANG 0
ZB 0
XT 0.0 YT 0.0 ZT 48.0 LIB H-LADDER FACT 1 ANG 0
-0.10
ZB
0 XT 0.05
YT -0.10
ZT 48 LIB
FDR20
FACT 1
-0.10
ZB
0 XT 0.10
YT -0.10
ZT 48 LIB
FDR20
FACT 1
-0.10
ZB
0 XT 0.15
YT -0.10
ZT 48 LIB
FDR20
FACT 1
-0.10
ZB
0 XT 0.20
YT -0.10
ZT 48 LIB
FDR20
FACT 1
-0.10
ZB
0 XT 0.25
YT -0.10
ZT 48 LIB
FDR20
FACT 1
-0.10
ZB
0 XT 0.30
YT -0.10
ZT 48 LIB
FDR20
FACT 1
-0.10
ZB
0 XT 0.35
YT -0.10
ZT 48 LIB
FDR20
FACT 1
-0.10
ZB
0 XT 0.40
YT -0.10
ZT 48 LIB
FDR20
FACT 1
-0.10
ZB
0 XT 0.45
YT -0.10
ZT 48
LIB
FDR20
FACT 1
-0.10
ZB
0 XT 0.50
YT -0.10
ZT 48
LIB
FDR20
FACT 1
-0.10
ZB
0 XT 0.55
YT -0.10
ZT 48
LIB
FDR20
FACT 1
-0.15
ZB
0 XT 0.05
YT -0.15
ZT 48
LIB
FDR20
FACT 1
17
FDR-GRP13 XB 0.45 YB -0.10 ZB 0 XT 0.45 ANG 0 FDR-GRP14 XB 0.50 YB -0.10 ZB 0 XT 0.50 ANG 0 $FDR-GRP15 XB 0.55 YB -0.10 ZB 0 XT 0.55 1 ANG 0 $FDR-GRP16 XB 0.05 YB -0.15 ZB 0 XT 0.05 1 ANG 0 $FDR-GRP17 XB 0.45 YB -0.10 ZB 0 XT 0.45 1 ANG 0 $FDR-GRP18 XB 0.50 YB -0.10 ZB 0 XT 0.50 1 ANG 0 $FDR-GRP19 XB 0.55 YB -0.10 ZB 0 XT 0.55 1 ANG 0 4FDR-GRP20 XB 0.05 YB -0.15 ZB 0 XT 0.05 1 ANG 0
YT -0.10
ZT 48
LIB
FDR20
FACT 1
YT -0.10
ZT 48
LIB
FDR20
FACT 1
YT -0.10
ZT 43
LIB
FDR20
FACT
YT -0.15
ZT 43
LIB
FDR20
FACT
YT -0.10
ZT 43
LIB
FDR20
FACT
YT -0.10
ZT 43
LIB
FDR20
FACT
YT -0.10
ZT 43
LIB
FDR20
FACT
YT -0.15
ZT 43
LIB
FDR20
FACT
END END
Figura Nº1. Vista principal de cargas de antenas en la estructura. 18
9.
EVALUACION DE LA TORRE
9.1 DISEÑO POR SUPERVIVENCIA: VELOCIDAD DE VIENTO 100KM/H
Figura Nº2. Vista principal de ratios de esfuerzos en la estructura.
19
MSTOWER V6 Member checking to TIA-222-G (080909) Job: Title:
BUENOS AIRES TORRE AUTOSOPORTADA 48M- BUENOS AIRES VELOCIDAD: SUPERVIVENCIA 100KM/H OPERACI N 75KM/H Date: 30-NOV-16 16:54:56
-- L O A D Case Y/N 100 Y 200 Y 210 Y 220 Y 230 Y 240 Y 250 Y 260 Y 270 Y 410 Y 411 Y 420 Y 421 Y 430 Y 431 Y 440 Y 441 Y 450 Y 451 Y 460 Y 461 Y 470 Y 471 Y 480 Y 481 Y 510 Y 520 Y 530 Y 540 Y 550 Y 560 Y 570 Y 580 Y
C A S E S -Title WEIGHT OF TOWER PLUS ANCILLARIES WIND AT 0 TO X AXIS WIND AT 45 TO X AXIS WIND AT 90 TO X AXIS WIND AT 135 TO X AXIS WIND AT 180 TO X AXIS WIND AT 225 TO X AXIS WIND AT 270 TO X AXIS WIND AT 315 TO X AXIS CARGA: WIND AT 0 TO X AXIS CARGA: WIND AT 0 TO X AXIS CARGA: WIND AT 45 TO X AXIS CARGA: WIND AT 45 TO X AXIS CARGA: WIND AT 90 TO X AXIS CARGA: WIND AT 90 TO X AXIS CARGA: WIND AT 135 TO X AXIS CARGA: WIND AT 135 TO X AXIS CARGA: WIND AT 180 TO X AXIS CARGA: WIND AT 180 TO X AXIS CARGA: WIND AT 225 TO X AXIS CARGA: WIND AT 225 TO X AXIS CARGA: WIND AT 270 TO X AXIS CARGA: WIND AT 270 TO X AXIS CARGA: WIND AT 315 TO X AXIS CARGA: WIND AT 315 TO X AXIS CARGA: WIND AT 0 TO X AXIS CARGA: WIND AT 45 TO X AXIS CARGA: WIND AT 90 TO X AXIS CARGA: WIND AT 135 TO X AXIS CARGA: WIND AT 180 TO X AXIS CARGA: WIND AT 225 TO X AXIS CARGA: WIND AT 270 TO X AXIS CARGA: WIND AT 315 TO X AXIS
Y = Cases to be checked N = Not Used Report Units: Dims., lengths, areas ... mm, mm2 Forces ..................... kN Stresses ..............N/mm2 (MPa) Design strengths to TIA-222-G Resistance factors: Compression, í= 0.90 4.5.4.2 Tension - yielding, í= 0.90 4.6.3 Tension - fracture, í= 0.75 4.6.3 Bolts - tension, í= 0.75 4.9.6.1 Bolts - bearing, í= 0.80 4.9.6.2 Bolts - shear, í= 0.75 4.9.6.3 Guys, í= 0.60 7.6.2 Symbols: fy = yield stress nb = no. bolts in end connection. KL/r = Effective slenderness ratio, 3.3.4. Pu = Force due to factored loads. íPn = Design strength. * = Factored load/Design strength > 1.0
20
#
= Exceeds slenderness recommendations , TIA-222-G, 4.4.2.
Note: * Members are checked for axial force only; additional member checks are required if members are subject to significant bending moments. * Buckling restraints assume fully triangulated bracing patterns; additional checks of member capacity and buckling restraints may be required if non-triangulated bracing is used. * Members are not checked for manloads or maintenance loads
21
Pnl 1 1 1 1 1 1 1 1 1 1 1 1
Members 1 21 41 24222442446 26 46
3 5 23 25 43 45
Typ LEG LEG LEG XBR XBR XBR XBR XBR XBR HOR HOR HOR
Size EA3X3X1/4 EA3X3X1/4 EA3X3X1/4 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16
|-----------Compression----------| |-------Tension------| |----------------Joint-----------------| fy nb Case Pu Curve KL/r íPn Pu/íPn Case Pu íPn Pu/íPn Case Pu Dia Grade Type íPn Pu/íPn 350 2 440 9 Leg 133v 8 2 0.106 481 5 293 0.016 350 2 460 8 Leg 133v 82 0.099 421 5 293 0.015 350 2 410 9 Leg 133v 82 0.108 451 5 293 0.017 350 2 470 8 b6 123v 47 0.160 431 7 145 0.049 350 2 430 7 b6 123v 47 0.143 471 6 145 0.043 350 2 410 7 b6 123v 47 0.143 451 6 145 0.041 350 2 470 6 b6 144y 35 0.165 421 7 145 0.046 350 2 430 6 b6 144y 35 0.169 481 7 145 0.047 350 2 410 8 b6 123v 47 0.160 451 7 145 0.050 350 2 441 1 b6 138v 3 8 0.014 480 1 145 0.006 350 2 481 1 b6 138v 38 0.015 450 1 145 0.006 350 2 421 0 b6 138v 38 0.009 460 0 145 0.002 -
2 2 2 2 2 2 2 2 2 2 2 2
101121141105107125127145147103123143-
102 122 142 106 108 126 128 146 148 104 124 144
LEG LEG LEG XBR XBR XBR XBR XBR XBR HOR HOR HOR
EA3X3X1/4 EA3X3X1/4 EA3X3X1/4 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16
350 350 350 350 350 350 350 350 350 350 350 350
2 2 2 2 2 2 2 2 2 2 2 2
440 460 410 471 431 421 461 441 481 421 431 410
36 37 37 12 11 10 11 11 10 0 0 0
Leg Leg Leg b6 b6 b6 b6 b6 b6 r1 r1 r1
67v 67v 67v 123v 123v 123v 123v 123v 123v 75v 75v 75v
211 211 211 47 47 47 47 47 47 96 96 96
0.172 0.174 0.175 0.256 0.231 0.211 0.230 0.226 0.213 0.004 0.004 0.004
481 421 451 430 470 460 420 480 440 460 470 410
27 29 28 11 12 11 10 10 11 0 0 0
293 293 293 145 145 145 145 145 145 145 145 145
0.091 0.098 0.095 0.078 0.084 0.078 0.069 0.070 0.076 0.003 0.003 0.003
-
-
-
-
-
-
-
3 3 3 3 3 3 3 3 3 3 3 3
201221241205207225227245247203223243-
202 222 242 206 208 226 228 246 248 204 224 244
LEG LEG LEG XBR XBR XBR XBR XBR XBR HOR HOR HOR
EA3X3X1/4 EA3X3X1/4 EA3X3X1/4 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16
350 350 350 350 350 350 350 350 350 350 350 350
2 2 2 2 2 2 2 2 2 2 2 2
440 460 410 470 430 410 460 440 410 460 460 410
64 69 65 15 14 12 14 14 13 1 1 1
Leg Leg Leg b6 b6 b6 b6 b6 b6 r1 r1 r1
67v 67v 67v 123v 123v 123v 123v 123v 123v 75v 75v 75v
211 211 211 47 47 47 47 47 47 96 96 96
0.305 0.327 0.311 0.309 0.286 0.252 0.296 0.292 0.275 0.007 0.007 0.006
481 421 451 431 471 461 421 481 441 460 460 410
53 58 56 13 14 12 12 12 12 1 1 1
293 293 293 145 145 145 145 145 145 145 145 145
0.182 0.198 0.190 0.090 0.097 0.084 0.084 0.085 0.082 0.004 0.004 0.004
-
-
-
-
-
-
-
4 4 4 4 4 4
301321341305307325-
302 322 342 306 308 326
LEG LEG LEG XBR XBR XBR
EA4X4X3/8 EA4X4X3/8 EA4X4X3/8 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16
350 350 350 350 350 350
2 2 2 2 2 2
440 460 410 470 430 410
99 107 101 16 15 14
Leg Leg Leg b6 b6 b6
81v 81v 81v 160v 160v 160v
355 355 355 28 28 28
0.278 0.301 0.283 0.588 0.530 0.501
481 421 451 431 471 451
85 92 88 14 15 13
581 581 581 145 145 145
0.146 0.157 0.151 0.100 0.104 0.089
-
-
-
-
-
-
-
22
4 4 4 4 4 4 4 4 4
327345347303323343349351353-
328 346 348 304 324 344 350 352 354
XBR XBR XBR HOR HOR HOR HOR HOR HOR
EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16
350 350 350 350 350 350 350 350 350
2 2 2 2 2 2 1 1 1
460 440 410 460 460 410 411 441 461
16 16 16 1 1 1 2 2 2
b6 b6 b6 r1 r1 r1 b4 b4 b4
160v 160v 160v 81v 81v 81v 150v 150v 150v
28 28 28 89 89 89 32 32 32
0.579 0.585 0.575 0.013 0.013 0.012 0.049 0.050 0.052
421 481 451 460 460 410 450 480 420
14 14 14 1 1 1 2 2 2
145 145 145 145 145 145 145 145 145
0.095 0.099 0.093 0.008 0.008 0.007 0.013 0.013 0.013
-
-
-
-
-
-
-
5 5 5 5 5 5 5 5 5 5 5 5
401421441405407425427445447403423443-
402 422 442 406 408 426 428 446 448 404 424 444
LEG LEG LEG XBR XBR XBR XBR XBR XBR HOR HOR HOR
EA4X4X3/8 EA4X4X3/8 EA4X4X3/8 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16
350 350 350 350 350 350 350 350 350 350 350 350
2 2 2 2 2 2 2 2 2 2 2 2
440 460 410 471 431 421 461 441 481 460 460 410
144 157 147 15 14 13 14 14 13 2 2 2
Leg Leg Leg b6 b6 b6 b6 b6 b6 r1 r1 r1
80v 80v 80v 164v 164v 164v 164v 164v 164v 95v 95v 95v
359 359 359 27 27 27 27 27 27 74 74 74
0.402 0.436 0.409 0.565 0.539 0.485 0.514 0.519 0.497 0.022 0.022 0.021
481 421 451 430 470 460 420 410 440 460 460 410
124 133 127 14 15 14 13 13 14 2 2 2
581 581 581 145 145 145 145 145 145 145 145 145
0.214 0.229 0.219 0.099 0.106 0.099 0.087 0.090 0.099 0.011 0.011 0.011
-
-
-
-
-
-
-
6 6 6 6 6 6 6 6 6 6 6 6
501521541505507525527545547503523543-
502 522 542 506 508 526 528 546 548 504 524 544
LEG LEG LEG XBR XBR XBR XBR XBR XBR HOR HOR HOR
EA4X4X3/8 EA4X4X3/8 EA4X4X3/8 EA2.5X2.5X3/16 EA2.5X2.5X3/16 EA2.5X2.5X3/16 EA2.5X2.5X3/16 EA2.5X2.5X3/16 EA2.5X2.5X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16
350 350 350 350 350 350 350 350 350 350 350 350
2 2 2 2 2 2 2 2 2 2 2 2
440 460 410 470 430 410 460 440 410 460 460 410
179 194 183 17 16 15 16 17 16 2 2 2
Leg Leg Leg b6 b6 b6 b6 b6 b6 r1 r1 r1
80v 80v 80v 143v 143v 143v 143v 143v 143v 109v 109v 109v
362 362 362 44 44 44 44 44 44 60 60 60
0.495 0.535 0.504 0.374 0.349 0.331 0.371 0.372 0.361 0.034 0.034 0.032
481 421 451 431 471 461 421 481 451 460 460 410
156 166 158 15 15 13 14 15 14 2 2 2
581 581 581 183 183 183 183 183 183 145 145 145
0.268 0.285 0.273 0.083 0.084 0.073 0.079 0.080 0.074 0.014 0.014 0.013
-
-
-
-
-
-
-
4 4 4 4 4 4 4 4 4
327345347303323343349351353-
328 346 348 304 324 344 350 352 354
XBR XBR XBR HOR HOR HOR HOR HOR HOR
EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16
350 350 350 350 350 350 350 350 350
2 2 2 2 2 2 1 1 1
460 440 410 460 460 410 411 441 461
16 16 16 1 1 1 2 2 2
b6 b6 b6 r1 r1 r1 b4 b4 b4
160v 160v 160v 81v 81v 81v 150v 150v 150v
28 28 28 89 89 89 32 32 32
0.579 0.585 0.575 0.013 0.013 0.012 0.049 0.050 0.052
421 481 451 460 460 410 450 480 420
14 14 14 1 1 1 2 2 2
145 145 145 145 145 145 145 145 145
0.095 0.099 0.093 0.008 0.008 0.007 0.013 0.013 0.013
-
-
-
-
-
-
-
5 5 5 5 5 5 5 5 5 5 5 5
401421441405407425427445447403423443-
402 422 442 406 408 426 428 446 448 404 424 444
LEG LEG LEG XBR XBR XBR XBR XBR XBR HOR HOR HOR
EA4X4X3/8 EA4X4X3/8 EA4X4X3/8 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16
350 350 350 350 350 350 350 350 350 350 350 350
2 2 2 2 2 2 2 2 2 2 2 2
440 460 410 471 431 421 461 441 481 460 460 410
144 157 147 15 14 13 14 14 13 2 2 2
Leg Leg Leg b6 b6 b6 b6 b6 b6 r1 r1 r1
80v 80v 80v 164v 164v 164v 164v 164v 164v 95v 95v 95v
359 359 359 27 27 27 27 27 27 74 74 74
0.402 0.436 0.409 0.565 0.539 0.485 0.514 0.519 0.497 0.022 0.022 0.021
481 421 451 430 470 460 420 410 440 460 460 410
124 133 127 14 15 14 13 13 14 2 2 2
581 581 581 145 145 145 145 145 145 145 145 145
0.214 0.229 0.219 0.099 0.106 0.099 0.087 0.090 0.099 0.011 0.011 0.011
-
-
-
-
-
-
-
6 6 6 6 6 6 6 6 6 6 6 6
501521541505507525527545547503523543-
502 522 542 506 508 526 528 546 548 504 524 544
LEG LEG LEG XBR XBR XBR XBR XBR XBR HOR HOR HOR
EA4X4X3/8 EA4X4X3/8 EA4X4X3/8 EA2.5X2.5X3/16 EA2.5X2.5X3/16 EA2.5X2.5X3/16 EA2.5X2.5X3/16 EA2.5X2.5X3/16 EA2.5X2.5X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16
350 350 350 350 350 350 350 350 350 350 350 350
2 2 2 2 2 2 2 2 2 2 2 2
440 460 410 470 430 410 460 440 410 460 460 410
179 194 183 17 16 15 16 17 16 2 2 2
Leg Leg Leg b6 b6 b6 b6 b6 b6 r1 r1 r1
80v 80v 80v 143v 143v 143v 143v 143v 143v 109v 109v 109v
362 362 362 44 44 44 44 44 44 60 60 60
0.495 0.535 0.504 0.374 0.349 0.331 0.371 0.372 0.361 0.034 0.034 0.032
481 421 451 431 471 461 421 481 451 460 460 410
156 166 158 15 15 13 14 15 14 2 2 2
581 581 581 183 183 183 183 183 183 145 145 145
0.268 0.285 0.273 0.083 0.084 0.073 0.079 0.080 0.074 0.014 0.014 0.013
-
-
-
-
-
-
-
7 7 7 7 7 7 7 7 7 7 7 7
601621641605607625627645647603623643-
602 622 642 606 608 626 628 646 648 604 624 644
LEG LEG LEG XBR XBR XBR XBR XBR XBR HOR HOR HOR
EA4X4X3/8 EA4X4X3/8 EA4X4X3/8 EA2.5X2.5X3/16 EA2.5X2.5X3/16 EA2.5X2.5X3/16 EA2.5X2.5X3/16 EA2.5X2.5X3/16 EA2.5X2.5X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16
350 350 350 350 350 350 350 350 350 350 350 350
2 2 2 2 2 2 2 2 2 2 2 2
440 460 410 470 431 420 460 441 480 460 460 410
223 240 227 17 17 15 16 16 15 3 3 2
Leg Leg Leg b6 b6 b6 b6 b6 b6 r6 r6 r6
79v 79v 79v 147v 147v 147v 147v 147v 147v 122v 122v 122v
365 365 365 42 42 42 42 42 42 48 48 48
0.611 0.658 0.624 0.402 0.392 0.354 0.372 0.373 0.358 0.052 0.052 0.049
481 421 451 431 470 461 421 410 441 460 460 410
194 205 195 16 17 16 14 15 16 3 3 2
581 581 581 183 183 183 183 183 183 145 145 145
0.333 0.352 0.336 0.089 0.093 0.089 0.078 0.080 0.088 0.017 0.017 0.016
-
-
-
-
-
-
-
23
8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8
701741781707711747751787791705745785812 814 815 817 818 820 809 810 811 715 716 717 718 719 720 721 722 755 756 757 758 759
704 744 784 710 714 750 754 790 794 706 746 786
LEG LEG LEG XBR XBR XBR XBR XBR XBR HOR HOR HOR HIP HIP HIP HIP HIP HIP PBR PBR PBR RED RED RED RED RED RED RED RED RED RED RED RED RED
EA5X5X3/8 EA5X5X3/8 EA5X5X3/8 EA2.5X2.5X3/8 EA2.5X2.5X3/8 EA2.5X2.5X3/8 EA2.5X2.5X3/8 EA2.5X2.5X3/8 EA2.5X2.5X3/8 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA1.5X1.5X3/16 EA1.5X1.5X3/16 EA1.5X1.5X3/16 EA1.5X1.5X3/16 EA1.5X1.5X3/16 EA1.5X1.5X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16
350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350
2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
440 460 410 470 430 410 460 440 410 460 460 410 470 440 430 460 440 410 420 450 480 481 440 440 481 421 460 460 421 431 460 470 431 451
265 283 270 36 34 35 37 37 36 3 3 2 1 1 1 1 1 1 1 1 1 3 5 6 4 3 6 7 4 3 6 7 4 3
Leg Leg Leg b4 b4 b4 b4 b4 b4 r6 r6 r6 r1 r1 r1 r1 r1 r1 r4 r4 r4 r1 r4 r4 r1 r1 r4 r4 r1 r1 r4 r4 r1 r1
65v 65v 65v 191y 191y 191y 191y 191y 191y 134v 134v 134v 96v 96v 96v 96v 96v 96v 143v 143v 143v 72v 156v 176v 72v 72v 156v 176v 72v 72v 156v 176v 72v 72v
533 533 533 48 48 48 48 48 48 40 40 40 54 54 54 54 54 54 35 35 35 99 29 23 99 99 29 23 99 99 29 23 99 99
0.496 0.531 0.507 0.754 0.718 0.729 0.779 0.773 0.763 0.066 0.066 0.063 0.014 0.020 0.013 0.020 0.014 0.019 0.024 0.024 0.024 0.033 0.181 0.280 0.037 0.035 0.194 0.298 0.039 0.034 0.191 0.290 0.041 0.032
481 421 451 431 471 451 421 481 451 460 460 410 470 440 430 460 440 410 461 411 441 440 481 481 440 460 421 421 460 460 421 431 470 410
233 245 233 33 33 29 32 32 30 3 3 2 1 1 1 1 1 1 1 1 1 4 4 6 4 4 5 6 5 4 5 6 5 4
734 734 734 352 352 352 352 352 352 145 145 145 107 107 107 107 107 107 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145
0.318 0.334 0.318 0.094 0.094 0.083 0.092 0.092 0.086 0.018 0.018 0.017 0.007 0.010 0.007 0.010 0.007 0.010 0.006 0.007 0.006 0.026 0.031 0.040 0.030 0.028 0.033 0.042 0.032 0.027 0.032 0.043 0.031 0.026
-
-
-
-
-
-
-
8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8
701741781707711747751787791705745785812 814 815 817 818 820 809 810 811 715 716 717 718 719 720 721 722 755 756 757 758 759 760 761 762 795 796 797 798 799 800 801 802
704 744 784 710 714 750 754 790 794 706 746 786
LEG LEG LEG XBR XBR XBR XBR XBR XBR HOR HOR HOR HIP HIP HIP HIP HIP HIP PBR PBR PBR RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED
EA5X5X3/8 EA5X5X3/8 EA5X5X3/8 EA2.5X2.5X3/8 EA2.5X2.5X3/8 EA2.5X2.5X3/8 EA2.5X2.5X3/8 EA2.5X2.5X3/8 EA2.5X2.5X3/8 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA1.5X1.5X3/16 EA1.5X1.5X3/16 EA1.5X1.5X3/16 EA1.5X1.5X3/16 EA1.5X1.5X3/16 EA1.5X1.5X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16
9
901-
904 LEG EA5X5X3/8
350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350
2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
440 460 410 470 430 410 460 440 410 460 460 410 470 440 430 460 440 410 420 450 480 481 440 440 481 421 460 460 421 431 460 470 431 451 410 410 441 451 410 410 461 471 440 430 471
265 283 270 36 34 35 37 37 36 3 3 2 1 1 1 1 1 1 1 1 1 3 5 6 4 3 6 7 4 3 6 7 4 3 5 6 3 3 6 6 4 3 5 6 4
Leg Leg Leg b4 b4 b4 b4 b4 b4 r6 r6 r6 r1 r1 r1 r1 r1 r1 r4 r4 r4 r1 r4 r4 r1 r1 r4 r4 r1 r1 r4 r4 r1 r1 r4 r4 r1 r1 r4 r4 r1 r1 r4 r4 r1
65v 65v 65v 191y 191y 191y 191y 191y 191y 134v 134v 134v 96v 96v 96v 96v 96v 96v 143v 143v 143v 72v 156v 176v 72v 72v 156v 176v 72v 72v 156v 176v 72v 72v 156v 176v 72v 72v 156v 176v 72v 72v 156v 176v 72v
350
2
440
357 Leg
65v
533 533 533 48 48 48 48 48 48 40 40 40 54 54 54 54 54 54 35 35 35 99 29 23 99 99 29 23 99 99 29 23 99 99 29 23 99 99 29 23 99 99 29 23 99
0.496 0.531 0.507 0.754 0.718 0.729 0.779 0.773 0.763 0.066 0.066 0.063 0.014 0.020 0.013 0.020 0.014 0.019 0.024 0.024 0.024 0.033 0.181 0.280 0.037 0.035 0.194 0.298 0.039 0.034 0.191 0.290 0.041 0.032 0.184 0.269 0.035 0.034 0.190 0.276 0.038 0.034 0.182 0.278 0.041
481 421 451 431 471 451 421 481 451 460 460 410 470 440 430 460 440 410 461 411 441 440 481 481 440 460 421 421 460 460 421 431 470 410 451 451 410 410 451 461 410 440 471 471 430
233 245 233 33 33 29 32 32 30 3 3 2 1 1 1 1 1 1 1 1 1 4 4 6 4 4 5 6 5 4 5 6 5 4 4 5 4 4 5 6 4 4 5 6 4
734 734 734 352 352 352 352 352 352 145 145 145 107 107 107 107 107 107 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145
0.318 0.334 0.318 0.094 0.094 0.083 0.092 0.092 0.086 0.018 0.018 0.017 0.007 0.010 0.007 0.010 0.007 0.010 0.006 0.007 0.006 0.026 0.031 0.040 0.030 0.028 0.033 0.042 0.032 0.027 0.032 0.043 0.031 0.026 0.030 0.037 0.028 0.027 0.031 0.039 0.028 0.026 0.031 0.043 0.030
-
-
-
-
-
-
-
538 0.663
481
309
734 0.421
-
-
-
-
-
-
-
24
9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9
9419819079119479519879919059459851012 1014 1015 1017 1018 1020 1009 1010 1011 915 916 917 918 919 920 921 922 955 956 957 958 959 960 961
944 984 910 914 950 954 990 994 906 946 986
LEG LEG XBR XBR XBR XBR XBR XBR HOR HOR HOR HIP HIP HIP HIP HIP HIP PBR PBR PBR RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED
EA5X5X3/8 EA5X5X3/8 EA2.5X2.5X3/8 EA2.5X2.5X3/8 EA2.5X2.5X3/8 EA2.5X2.5X3/8 EA2.5X2.5X3/8 EA2.5X2.5X3/8 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA1.5X1.5X3/16 EA1.5X1.5X3/16 EA1.5X1.5X3/16 EA1.5X1.5X3/16 EA1.5X1.5X3/16 EA1.5X1.5X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16
350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350
2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
460 410 470 430 410 460 440 410 460 460 410 471 440 431 470 441 410 420 450 480 481 440 440 481 421 460 460 421 431 470 470 431 451 410 410
378 365 37 36 34 37 37 35 3 3 3 1 1 1 1 1 1 1 1 1 5 7 7 4 5 7 7 5 5 7 7 5 5 7 6
Leg Leg b4 b4 b4 b4 b4 b4 r6 r6 r6 r1 r1 r1 r1 r1 r1 r4 r4 r4 r1 r4 r4 r1 r1 r4 r4 r1 r1 r4 r4 r1 r1 r4 r4
65v 65v 196y 196y 196y 196y 196y 196y 152v 152v 152v 115v 115v 115v 115v 115v 115v 171v 171v 171v 86v 166v 180v 86v 86v 166v 180v 86v 86v 166v 180v 86v 86v 166v 180v
538 538 45 45 45 45 45 45 31 31 31 40 40 40 40 40 40 25 25 25 84 26 22 84 84 26 22 84 84 26 22 84 84 26 22
0.702 0.678 0.818 0.799 0.752 0.817 0.812 0.767 0.110 0.110 0.106 0.019 0.026 0.019 0.027 0.018 0.025 0.037 0.038 0.037 0.058 0.265 0.302 0.053 0.062 0.282 0.319 0.055 0.063 0.269 0.309 0.058 0.053 0.260 0.291
421 451 431 471 461 421 481 441 460 460 410 471 440 431 470 441 410 461 411 441 440 481 481 440 460 421 421 460 470 431 431 470 410 451 451
322 307 35 36 33 33 33 33 3 3 3 1 1 1 1 1 1 1 1 1 6 6 6 5 6 6 6 6 6 6 6 6 6 5 5
734 734 352 352 352 352 352 352 145 145 145 107 107 107 107 107 107 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145
0.438 0.418 0.101 0.102 0.094 0.094 0.094 0.093 0.024 0.024 0.023 0.007 0.010 0.007 0.010 0.007 0.009 0.007 0.008 0.007 0.040 0.040 0.041 0.036 0.042 0.042 0.043 0.038 0.041 0.042 0.043 0.038 0.038 0.037 0.038
-
-
-
-
-
-
-
9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 10 10 10
9419819079119479519879919059459851012 1014 1015 1017 1018 1020 1009 1010 1011 915 916 917 918 919 920 921 922 955 956 957 958 959 960 961 962 995 996 997 998 999 1000 1001 1002
944 984 910 914 950 954 990 994 906 946 986
LEG LEG XBR XBR XBR XBR XBR XBR HOR HOR HOR HIP HIP HIP HIP HIP HIP PBR PBR PBR RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED
EA5X5X3/8 EA5X5X3/8 EA2.5X2.5X3/8 EA2.5X2.5X3/8 EA2.5X2.5X3/8 EA2.5X2.5X3/8 EA2.5X2.5X3/8 EA2.5X2.5X3/8 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA1.5X1.5X3/16 EA1.5X1.5X3/16 EA1.5X1.5X3/16 EA1.5X1.5X3/16 EA1.5X1.5X3/16 EA1.5X1.5X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16
1101- 1104 LEG EA6X6X3/8 1141- 1144 LEG EA6X6X3/8 1181- 1184 LEG EA6X6X3/8
350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350
2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
460 410 470 430 410 460 440 410 460 460 410 471 440 431 470 441 410 420 450 480 481 440 440 481 421 460 460 421 431 470 470 431 451 410 410 441 451 410 410 461 471 430 430 471
378 365 37 36 34 37 37 35 3 3 3 1 1 1 1 1 1 1 1 1 5 7 7 4 5 7 7 5 5 7 7 5 5 7 6 4 5 7 7 4 5 7 7 5
Leg Leg b4 b4 b4 b4 b4 b4 r6 r6 r6 r1 r1 r1 r1 r1 r1 r4 r4 r4 r1 r4 r4 r1 r1 r4 r4 r1 r1 r4 r4 r1 r1 r4 r4 r1 r1 r4 r4 r1 r1 r4 r4 r1
65v 65v 196y 196y 196y 196y 196y 196y 152v 152v 152v 115v 115v 115v 115v 115v 115v 171v 171v 171v 86v 166v 180v 86v 86v 166v 180v 86v 86v 166v 180v 86v 86v 166v 180v 86v 86v 166v 180v 86v 86v 166v 180v 86v
350 350 350
2 2 2
440 460 410
442 Leg 465 Leg 453 Leg
53v 53v 53v
538 538 45 45 45 45 45 45 31 31 31 40 40 40 40 40 40 25 25 25 84 26 22 84 84 26 22 84 84 26 22 84 84 26 22 84 84 26 22 84 84 26 22 84
0.702 0.678 0.818 0.799 0.752 0.817 0.812 0.767 0.110 0.110 0.106 0.019 0.026 0.019 0.027 0.018 0.025 0.037 0.038 0.037 0.058 0.265 0.302 0.053 0.062 0.282 0.319 0.055 0.063 0.269 0.309 0.058 0.053 0.260 0.291 0.049 0.057 0.268 0.297 0.053 0.063 0.259 0.297 0.058
421 451 431 471 461 421 481 441 460 460 410 471 440 431 470 441 410 461 411 441 440 481 481 440 460 421 421 460 470 431 431 470 410 451 451 410 410 451 461 410 430 471 471 430
322 307 35 36 33 33 33 33 3 3 3 1 1 1 1 1 1 1 1 1 6 6 6 5 6 6 6 6 6 6 6 6 6 5 5 5 6 6 6 5 6 6 6 5
734 734 352 352 352 352 352 352 145 145 145 107 107 107 107 107 107 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145
0.438 0.418 0.101 0.102 0.094 0.094 0.094 0.093 0.024 0.024 0.023 0.007 0.010 0.007 0.010 0.007 0.009 0.007 0.008 0.007 0.040 0.040 0.041 0.036 0.042 0.042 0.043 0.038 0.041 0.042 0.043 0.038 0.038 0.037 0.038 0.034 0.039 0.039 0.039 0.035 0.040 0.042 0.044 0.037
-
-
-
-
-
-
-
634 0.697 634 0.732 634 0.714
481 421 451
381 394 376
886 0.430 886 0.445 886 0.425
-
-
-
-
-
-
-
25
10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10
1107111111471151118711911105114511851212 1214 1215 1217 1218 1220 1209 1210 1211 1115 1116 1117 1118 1119 1120 1121 1122 1155 1156 1157 1158 1159 1160 1161 1162 1195
1110 1114 1150 1154 1190 1194 1106 1146 1186
XBR XBR XBR XBR XBR XBR HOR HOR HOR HIP HIP HIP HIP HIP HIP PBR PBR PBR RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED
EA3X3X1/4 EA3X3X1/4 EA3X3X1/4 EA3X3X1/4 EA3X3X1/4 EA3X3X1/4 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA1.5X1.5X3/16 EA1.5X1.5X3/16 EA1.5X1.5X3/16 EA1.5X1.5X3/16 EA1.5X1.5X3/16 EA1.5X1.5X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16
350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350
2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
470 430 410 460 440 410 460 460 410 470 440 430 470 440 410 420 450 480 481 440 440 481 421 460 460 421 431 460 470 431 451 410 410 451 451
41 40 40 42 42 41 4 4 4 1 1 1 1 1 1 1 1 1 6 8 7 6 7 8 8 6 7 8 7 6 6 8 7 5 6
b4 b4 b4 b4 b4 b4 r6 r6 r6 r4 r4 r4 r4 r4 r4 r4 r4 r4 r1 r4 r4 r1 r1 r4 r4 r1 r1 r4 r4 r1 r1 r4 r4 r1 r1
163y 163y 163y 163y 163y 163y 169v 169v 169v 134v 134v 134v 134v 134v 134v 199v 199v 199v 100v 175v 185v 100v 100v 175v 185v 100v 100v 175v 185v 100v 100v 175v 185v 100v 100v
54 54 54 54 54 54 25 25 25 30 30 30 30 30 30 18 18 18 70 23 21 70 70 23 21 70 70 23 21 70 70 23 21 70 70
0.755 0.735 0.732 0.776 0.771 0.748 0.159 0.159 0.155 0.029 0.041 0.028 0.040 0.029 0.039 0.066 0.067 0.067 0.093 0.338 0.347 0.083 0.097 0.356 0.364 0.086 0.096 0.341 0.348 0.088 0.088 0.340 0.339 0.075 0.091
431 471 461 421 481 441 460 460 410 470 440 430 470 440 410 461 411 441 440 481 481 440 460 421 421 460 460 431 431 470 410 451 451 410 410
39 38 35 37 37 34 4 4 4 1 1 1 1 1 1 1 1 1 8 7 6 7 8 7 7 7 8 7 7 7 8 6 6 7 8
293 293 293 293 293 293 145 145 145 107 107 107 107 107 107 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145
0.132 0.131 0.119 0.127 0.127 0.118 0.028 0.028 0.027 0.008 0.011 0.008 0.011 0.008 0.011 0.009 0.010 0.009 0.052 0.045 0.044 0.047 0.055 0.047 0.046 0.049 0.052 0.046 0.046 0.048 0.052 0.043 0.041 0.045 0.053
-
-
-
-
-
-
-
10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10
1107111111471151118711911105114511851212 1214 1215 1217 1218 1220 1209 1210 1211 1115 1116 1117 1118 1119 1120 1121 1122 1155 1156 1157 1158 1159 1160 1161 1162 1195 1196 1197 1198 1199 1200 1201 1202
1110 1114 1150 1154 1190 1194 1106 1146 1186
XBR XBR XBR XBR XBR XBR HOR HOR HOR HIP HIP HIP HIP HIP HIP PBR PBR PBR RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED
EA3X3X1/4 EA3X3X1/4 EA3X3X1/4 EA3X3X1/4 EA3X3X1/4 EA3X3X1/4 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA1.5X1.5X3/16 EA1.5X1.5X3/16 EA1.5X1.5X3/16 EA1.5X1.5X3/16 EA1.5X1.5X3/16 EA1.5X1.5X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16
350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350
2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
470 430 410 460 440 410 460 460 410 470 440 430 470 440 410 420 450 480 481 440 440 481 421 460 460 421 431 460 470 431 451 410 410 451 451 410 410 461 471 440 430 471
41 40 40 42 42 41 4 4 4 1 1 1 1 1 1 1 1 1 6 8 7 6 7 8 8 6 7 8 7 6 6 8 7 5 6 8 7 6 7 8 7 6
11 11 11 11 11
13011341138113071311-
1304 1344 1384 1310 1314
LEG LEG LEG XBR XBR
EA6X6X3/8 EA6X6X3/8 EA6X6X3/8 EA3X3X1/4 EA3X3X1/4
350 350 350 350 350
2 2 2 2 2
440 460 410 470 430
540 564 554 42 41
b4 b4 b4 b4 b4 b4 r6 r6 r6 r4 r4 r4 r4 r4 r4 r4 r4 r4 r1 r4 r4 r1 r1 r4 r4 r1 r1 r4 r4 r1 r1 r4 r4 r1 r1 r4 r4 r1 r1 r4 r4 r1
163y 163y 163y 163y 163y 163y 169v 169v 169v 134v 134v 134v 134v 134v 134v 199v 199v 199v 100v 175v 185v 100v 100v 175v 185v 100v 100v 175v 185v 100v 100v 175v 185v 100v 100v 175v 185v 100v 100v 175v 185v 100v
54 54 54 54 54 54 25 25 25 30 30 30 30 30 30 18 18 18 70 23 21 70 70 23 21 70 70 23 21 70 70 23 21 70 70 23 21 70 70 23 21 70
0.755 0.735 0.732 0.776 0.771 0.748 0.159 0.159 0.155 0.029 0.041 0.028 0.040 0.029 0.039 0.066 0.067 0.067 0.093 0.338 0.347 0.083 0.097 0.356 0.364 0.086 0.096 0.341 0.348 0.088 0.088 0.340 0.339 0.075 0.091 0.346 0.344 0.079 0.096 0.328 0.335 0.089
431 471 461 421 481 441 460 460 410 470 440 430 470 440 410 461 411 441 440 481 481 440 460 421 421 460 460 431 431 470 410 451 451 410 410 451 451 410 430 471 471 430
39 38 35 37 37 34 4 4 4 1 1 1 1 1 1 1 1 1 8 7 6 7 8 7 7 7 8 7 7 7 8 6 6 7 8 6 6 7 7 7 7 7
293 293 293 293 293 293 145 145 145 107 107 107 107 107 107 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145
0.132 0.131 0.119 0.127 0.127 0.118 0.028 0.028 0.027 0.008 0.011 0.008 0.011 0.008 0.011 0.009 0.010 0.009 0.052 0.045 0.044 0.047 0.055 0.047 0.046 0.049 0.052 0.046 0.046 0.048 0.052 0.043 0.041 0.045 0.053 0.045 0.042 0.045 0.050 0.046 0.047 0.046
-
-
-
-
-
-
-
Leg Leg Leg b4 b4
53v 53v 53v 169y 169y
636 636 636 50 50
0.848 0.886 0.871 0.831 0.817
481 421 451 431 471
462 477 455 40 40
886 886 886 293 293
0.522 0.538 0.514 0.136 0.137
-
-
-
-
-
-
-
26
11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11
13471351138713911305134513851412 1414 1415 1417 1418 1420 1409 1410 1411 1315 1316 1317 1318 1319 1320 1321 1322 1355 1356 1357 1358 1359 1360 1361 1362 1395 1396 1397
1350 1354 1390 1394 1306 1346 1386
XBR XBR XBR XBR HOR HOR HOR HIP HIP HIP HIP HIP HIP PBR PBR PBR RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED
EA3X3X1/4 EA3X3X1/4 EA3X3X1/4 EA3X3X1/4 EA2.5X2.5X3/16 EA2.5X2.5X3/16 EA2.5X2.5X3/16 EA1.5X1.5X3/16 EA1.5X1.5X3/16 EA1.5X1.5X3/16 EA1.5X1.5X3/16 EA1.5X1.5X3/16 EA1.5X1.5X3/16 EA2.5X2.5X3/16 EA2.5X2.5X3/16 EA2.5X2.5X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16
350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350
2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
410 460 440 410 460 460 410 471 440 431 470 441 410 420 450 480 481 440 440 481 421 460 460 421 431 460 470 431 451 410 410 441 451 410 410
40 43 42 41 5 5 5 1 1 1 1 1 1 1 1 1 7 8 8 7 7 9 8 7 7 8 8 8 7 8 7 7 7 8 7
b4 b4 b4 b4 r6 r6 r6 r4 r4 r4 r4 r4 r4 r4 r4 r4 r1 r4 r4 r1 r1 r4 r4 r1 r1 r4 r4 r1 r1 r4 r4 r1 r1 r4 r4
169y 169y 169y 169y 157v 157v 157v 153v 153v 153v 153v 153v 153v 181v 181v 181v 114v 185v 191v 114v 114v 185v 191v 114v 114v 185v 191v 114v 114v 185v 191v 114v 114v 185v 191v
50 50 50 50 37 37 37 23 23 23 23 23 23 28 28 28 56 21 20 56 56 21 20 56 56 21 20 56 56 21 20 56 56 21 20
0.794 0.845 0.841 0.805 0.133 0.133 0.131 0.040 0.054 0.039 0.053 0.039 0.051 0.042 0.042 0.042 0.129 0.388 0.395 0.122 0.134 0.406 0.412 0.126 0.131 0.391 0.411 0.137 0.122 0.392 0.369 0.124 0.126 0.398 0.377
461 421 481 441 460 460 410 471 440 431 470 441 410 461 411 441 440 481 481 440 460 421 421 460 460 431 431 470 410 451 441 410 410 451 461
37 38 38 37 5 5 5 1 1 1 1 1 1 1 1 1 8 7 7 8 9 7 7 8 8 7 7 9 8 6 7 7 9 7 7
293 293 293 293 183 183 183 107 107 107 107 107 107 183 183 183 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145
0.126 0.129 0.129 0.126 0.027 0.027 0.026 0.008 0.011 0.008 0.011 0.008 0.011 0.007 0.008 0.007 0.058 0.046 0.047 0.056 0.061 0.048 0.048 0.058 0.058 0.047 0.051 0.059 0.058 0.044 0.045 0.051 0.059 0.046 0.048
-
-
-
-
-
-
-
11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11
13471351138713911305134513851412 1414 1415 1417 1418 1420 1409 1410 1411 1315 1316 1317 1318 1319 1320 1321 1322 1355 1356 1357 1358 1359 1360 1361 1362 1395 1396 1397 1398 1399 1400 1401 1402
1350 1354 1390 1394 1306 1346 1386
XBR XBR XBR XBR HOR HOR HOR HIP HIP HIP HIP HIP HIP PBR PBR PBR RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED
EA3X3X1/4 EA3X3X1/4 EA3X3X1/4 EA3X3X1/4 EA2.5X2.5X3/16 EA2.5X2.5X3/16 EA2.5X2.5X3/16 EA1.5X1.5X3/16 EA1.5X1.5X3/16 EA1.5X1.5X3/16 EA1.5X1.5X3/16 EA1.5X1.5X3/16 EA1.5X1.5X3/16 EA2.5X2.5X3/16 EA2.5X2.5X3/16 EA2.5X2.5X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16
350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350
2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
410 460 440 410 460 460 410 471 440 431 470 441 410 420 450 480 481 440 440 481 421 460 460 421 431 460 470 431 451 410 410 441 451 410 410 461 471 440 430 471
40 43 42 41 5 5 5 1 1 1 1 1 1 1 1 1 7 8 8 7 7 9 8 7 7 8 8 8 7 8 7 7 7 8 7 7 7 8 8 8
12 12 12 12 12 12 12
1501154115811507151115471551-
1504 1544 1584 1510 1514 1550 1554
LEG LEG LEG XBR XBR XBR XBR
EA6X6X1/2 EA6X6X1/2 EA6X6X1/2 EA3X3X1/4 EA3X3X1/4 EA3X3X1/4 EA3X3X1/4
350 350 350 350 350 350 350
2 2 2 2 2 2 2
440 460 410 470 430 410 460
640 665 659 41 41 40 42
b4 b4 b4 b4 r6 r6 r6 r4 r4 r4 r4 r4 r4 r4 r4 r4 r1 r4 r4 r1 r1 r4 r4 r1 r1 r4 r4 r1 r1 r4 r4 r1 r1 r4 r4 r1 r1 r4 r4 r1
169y 169y 169y 169y 157v 157v 157v 153v 153v 153v 153v 153v 153v 181v 181v 181v 114v 185v 191v 114v 114v 185v 191v 114v 114v 185v 191v 114v 114v 185v 191v 114v 114v 185v 191v 114v 114v 185v 191v 114v
50 50 50 50 37 37 37 23 23 23 23 23 23 28 28 28 56 21 20 56 56 21 20 56 56 21 20 56 56 21 20 56 56 21 20 56 56 21 20 56
0.794 0.845 0.841 0.805 0.133 0.133 0.131 0.040 0.054 0.039 0.053 0.039 0.051 0.042 0.042 0.042 0.129 0.388 0.395 0.122 0.134 0.406 0.412 0.126 0.131 0.391 0.411 0.137 0.122 0.392 0.369 0.124 0.126 0.398 0.377 0.131 0.132 0.378 0.400 0.138
461 421 481 441 460 460 410 471 440 431 470 441 410 461 411 441 440 481 481 440 460 421 421 460 460 431 431 470 410 451 441 410 410 451 461 410 440 471 471 430
37 38 38 37 5 5 5 1 1 1 1 1 1 1 1 1 8 7 7 8 9 7 7 8 8 7 7 9 8 6 7 7 9 7 7 8 8 7 7 8
293 293 293 293 183 183 183 107 107 107 107 107 107 183 183 183 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145
0.126 0.129 0.129 0.126 0.027 0.027 0.026 0.008 0.011 0.008 0.011 0.008 0.011 0.007 0.008 0.007 0.058 0.046 0.047 0.056 0.061 0.048 0.048 0.058 0.058 0.047 0.051 0.059 0.058 0.044 0.045 0.051 0.059 0.046 0.048 0.052 0.056 0.047 0.051 0.058
-
-
-
-
-
-
-
Leg Leg Leg b4 b4 b4 b4
53v 53v 53v 176y 176y 176y 176y
950 950 950 47 47 47 47
0.674 0.700 0.694 0.884 0.870 0.856 0.905
481 421 451 431 471 461 421
545 560 535 39 39 36 37
1169 1169 1169 293 293 293 293
0.466 0.479 0.458 0.134 0.134 0.124 0.127
-
-
-
-
-
-
-
27
12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12
158715911505154515851612 1614 1615 1617 1618 1620 1609 1610 1611 1515 1516 1517 1518 1519 1520 1521 1522 1555 1556 1557 1558 1559 1560 1561 1562 1595 1596 1597 1598 1599
1590 1594 1506 1546 1586
XBR XBR HOR HOR HOR HIP HIP HIP HIP HIP HIP PBR PBR PBR RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED
EA3X3X1/4 EA3X3X1/4 EA2.5X2.5X3/16 EA2.5X2.5X3/16 EA2.5X2.5X3/16 EA1.5X1.5X3/16 EA1.5X1.5X3/16 EA1.5X1.5X3/16 EA1.5X1.5X3/16 EA1.5X1.5X3/16 EA1.5X1.5X3/16 EA2.5X2.5X3/16 EA2.5X2.5X3/16 EA2.5X2.5X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16
350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350
2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
440 410 460 460 410 470 440 430 470 440 410 420 450 480 481 440 440 440 421 460 460 460 431 470 460 460 441 410 410 410 461 410 410 410 471
42 41 6 6 6 1 1 1 1 1 1 1 1 1 8 8 4 6 8 8 4 6 8 8 4 6 7 8 4 6 7 8 4 6 8
b4 b4 r6 r6 r6 r4 r4 r4 r4 r4 r4 r4 r4 r4 r4 r4 r4 r4 r4 r4 r4 r4 r4 r4 r4 r4 r4 r4 r4 r4 r4 r4 r4 r4 r4
176y 176y 171v 171v 171v 171v 171v 171v 171v 171v 171v 203v 203v 203v 128v 195v 199v 128v 128v 195v 199v 128v 128v 195v 199v 128v 128v 195v 199v 128v 128v 195v 199v 128v 128v
47 47 31 31 31 18 18 18 18 18 18 22 22 22 44 19 18 44 44 19 18 44 44 19 18 44 44 19 18 44 44 19 18 44 44
0.903 0.870 0.184 0.184 0.182 0.055 0.067 0.054 0.066 0.056 0.065 0.057 0.058 0.058 0.176 0.427 0.234 0.125 0.182 0.444 0.243 0.130 0.187 0.424 0.243 0.130 0.160 0.418 0.241 0.129 0.169 0.426 0.241 0.129 0.189
481 441 460 460 410 470 440 430 470 440 410 461 411 441 440 481 440 440 460 421 460 460 470 431 460 460 410 451 410 410 410 451 410 410 430
37 36 6 6 6 1 1 1 1 1 1 1 2 1 9 7 4 6 10 7 4 6 9 7 4 6 9 6 4 6 9 6 4 6 9
293 293 183 183 183 107 107 107 107 107 107 183 183 183 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145
0.128 0.124 0.031 0.031 0.031 0.009 0.011 0.009 0.011 0.009 0.011 0.008 0.009 0.008 0.064 0.045 0.029 0.038 0.066 0.046 0.030 0.040 0.064 0.047 0.030 0.040 0.061 0.041 0.030 0.039 0.063 0.043 0.030 0.039 0.063
-
-
-
-
-
-
-
12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12
158715911505154515851612 1614 1615 1617 1618 1620 1609 1610 1611 1515 1516 1517 1518 1519 1520 1521 1522 1555 1556 1557 1558 1559 1560 1561 1562 1595 1596 1597 1598 1599 1600 1601 1602
1590 1594 1506 1546 1586
XBR XBR HOR HOR HOR HIP HIP HIP HIP HIP HIP PBR PBR PBR RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED
EA3X3X1/4 EA3X3X1/4 EA2.5X2.5X3/16 EA2.5X2.5X3/16 EA2.5X2.5X3/16 EA1.5X1.5X3/16 EA1.5X1.5X3/16 EA1.5X1.5X3/16 EA1.5X1.5X3/16 EA1.5X1.5X3/16 EA1.5X1.5X3/16 EA2.5X2.5X3/16 EA2.5X2.5X3/16 EA2.5X2.5X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16 EA2X2X3/16
350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350 350
2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
440 410 460 460 410 470 440 430 470 440 410 420 450 480 481 440 440 440 421 460 460 460 431 470 460 460 441 410 410 410 461 410 410 410 471 430 440 440
42 41 6 6 6 1 1 1 1 1 1 1 1 1 8 8 4 6 8 8 4 6 8 8 4 6 7 8 4 6 7 8 4 6 8 8 4 6
b4 b4 r6 r6 r6 r4 r4 r4 r4 r4 r4 r4 r4 r4 r4 r4 r4 r4 r4 r4 r4 r4 r4 r4 r4 r4 r4 r4 r4 r4 r4 r4 r4 r4 r4 r4 r4 r4
176y 176y 171v 171v 171v 171v 171v 171v 171v 171v 171v 203v 203v 203v 128v 195v 199v 128v 128v 195v 199v 128v 128v 195v 199v 128v 128v 195v 199v 128v 128v 195v 199v 128v 128v 195v 199v 128v
47 47 31 31 31 18 18 18 18 18 18 22 22 22 44 19 18 44 44 19 18 44 44 19 18 44 44 19 18 44 44 19 18 44 44 19 18 44
0.903 0.870 0.184 0.184 0.182 0.055 0.067 0.054 0.066 0.056 0.065 0.057 0.058 0.058 0.176 0.427 0.234 0.125 0.182 0.444 0.243 0.130 0.187 0.424 0.243 0.130 0.160 0.418 0.241 0.129 0.169 0.426 0.241 0.129 0.189 0.414 0.234 0.125
481 441 460 460 410 470 440 430 470 440 410 461 411 441 440 481 440 440 460 421 460 460 470 431 460 460 410 451 410 410 410 451 410 410 430 471 440 440
37 36 6 6 6 1 1 1 1 1 1 1 2 1 9 7 4 6 10 7 4 6 9 7 4 6 9 6 4 6 9 6 4 6 9 7 4 6
293 293 183 183 183 107 107 107 107 107 107 183 183 183 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145 145
0.128 0.124 0.031 0.031 0.031 0.009 0.011 0.009 0.011 0.009 0.011 0.008 0.009 0.008 0.064 0.045 0.029 0.038 0.066 0.046 0.030 0.040 0.064 0.047 0.030 0.040 0.061 0.041 0.030 0.039 0.063 0.043 0.030 0.039 0.063 0.047 0.029 0.038
-
-
-
-
-
-
-
28
Mass Sect 13 22 40 46 50 55 65 85 87
Summary Size EA6X6X1/2 EA5X5X3/8 EA3X3X1/4 EA2.5X2.5X3/16 EA2X2X3/16 EA1.5X1.5X3/16 EA4X4X3/8 EA6X6X3/8 EA2.5X2.5X3/8
Y Y Y Y Y Y Y Y Y
fy 350 350 350 350 350 350 350 350 350
L (m) M (kg) 18.03 524.93 36.05 659.13 153.89 1122.27 89.09 407.00 344.13 1246.14 29.90 79.86 36.05 522.19 36.05 796.07 81.52 714.21 -------6071.79
9.2 DISEÑO POR OPERACION: VELOCIDAD DE VIENTO 75KM/H
Mass Sect 13 22 40 46 50 55 65 85 87
Summary Size EA6X6X1/2 EA5X5X3/8 EA3X3X1/4 EA2.5X2.5X3/16 EA2X2X3/16 EA1.5X1.5X3/16 EA4X4X3/8 EA6X6X3/8 EA2.5X2.5X3/8
Y Y Y Y Y Y Y Y Y
fy 350 350 350 350 350 350 350 350 350
L (m) M (kg) 18.03 524.93 36.05 659.13 153.89 1122.27 89.09 407.00 344.13 1246.14 29.90 79.86 36.05 522.19 36.05 796.07 81.52 714.21 -------6071.79
9.2 DISEÑO POR OPERACION: VELOCIDAD DE VIENTO 75KM/H
29
Figura Nº3. Desplazamientos en la parte superior de la torre. Desplazamiento máximo: √ 0.009 0.009 + 0.22 0.2268 68 = 0.23 Deflexión máxima:
.
∗
1
≈ 0.27°
≈ 0.034° Rotación máxima: 0.0006 ∗ 1
30
10. REACCIONES EN LA BASE Centroid of supports:
0.000
0.000
0.000
SUPPORT REACTIONS (Applied to tower) Case Node FX FY FZ 100 1135 2.275 -0.008 29.001 1115 -1.130 -1.981 29.368 1105 -1.145 1.990 30.077 Resultant 0.000 0.000 88.446 1135 1115 1105 Resultant
MY 0.000 0.000 0.000 -2.251
MZ 0.000 0.000 0.000 0.000 at centroid
0.000 0.000 0.000 -61.581
0.000 0.000 0.000 2089.999
0.000 0.000 0.000 1.152 at centroid
200
48.633 16.661 16.080 81.373
-0.135 19.365 -17.890 1.339
210
32.107 32.107 23.159 -1.811 53.455
3.460 37.674 12.925 54.059
300.859 0.000 -416.127 0.000 115.268 0.000 0.000 -1434.766
0.000 0.000 0.000 1406.979
0.000 0.000 0.000 0.667 at centroid
220
0.684 18.851 -18.527 1.008
5.332 37.969 37.366 80.667
9.912 0.000 -398.262 0.000 388.350 0.000 0.000 -2123.850
0.000 0.000 0.000 46.354
0.000 0.000 0.000 -0.106 at centroid
230
-33.608 2.053 -24.672 -56.227
3.975 13.913 39.662 57.550
-308.105 0.000 0.000 -124.049 0.000 0.000 432.153 0.000 0.000 0.000 -1501.745 -1440.864
0.000 0.000 0.000 -1.032 at centroid
240
-42.444 -14.676 -13.549 -70.670
0.090 -17.450 15.264 -2.095
-398.255 216.976 181.279 0.000
0.000 0.000 0.000 0.000 0.000 0.000 96.383 -1862.455
0.000 0.000 0.000 -0.646 at centroid
250
-34.733 -25.142 1.990 -57.885
-3.804 -40.825 -14.085 -58.715
-324.414 450.229 -125.814 0.000
0.000 0.000 0.000 0.000 0.000 0.000 1555.316 -1517.137
0.000 0.000 0.000 -0.479 at centroid
260
-0.861 -19.106 18.699 -1.269
-5.281 -38.489 -37.731 -81.501
-12.479 406.647 -394.168 0.000
0.000 0.000 0.000 2162.200
0.000 0.000 0.000 -58.358
0.000 0.000 0.000 -0.276 at centroid
270
31.205 -2.034 22.954 52.125
-3.602 -13.052 -37.007 -53.661
287.783 118.415 -406.198 0.000
0.000 0.000 0.000 1416.456
0.000 0.000 0.000 1345.830
0.000 0.000 0.000 0.661 at centroid
410
80.543 25.301 24.354 130.198
-0.227 28.606 -26.237 2.142
749.859 -340.534 -303.190 106.135
0.000 0.000 0.000 -100.828
0.000 0.000 0.000 3341.298
0.000 0.000 0.000 1.844 at centroid
411
79.860 25.640 24.697 130.198
-0.224 29.200 -26.834 2.142
741.159 -349.344 -312.213 79.601
0.000 0.000 0.000 -100.253
0.000 0.000 0.000 3341.973
0.000 0.000 0.000 1.844 at centroid
1135 1115 1105 Resultant 1135 1115 1105 Resultant 1135 1115 1105 Resultant 1135 1115 1105 Resultant 1135 1115 1105 Resultant 1135 1115 1105 Resultant 1135 1115 1105 Resultant 1135 1115 1105 Resultant 1135 1115 1105 Resultant
446.911 -234.860 -212.052 0.000
MX 0.000 0.000 0.000 -1.915
31
420
1135 1115 1105 Resultant
54.101 54.101 35.698 -4.272 85.527
5.526 57.901 23.067 86.494
516.175 0.000 -630.562 0.000 220.522 0.000 106.135 -2297.925
0.000 0.000 0.000 2248.465
0.000 0.000 0.000 1.068 at centroid
421
53.418 53.418 36.037 -3.928 85.527
5.529 58.495 22.470 86.494
507.475 0.000 -639.372 0.000 211.498 0.000 79.601 -2297.350
0.000 0.000 0.000 2249.140
0.000 0.000 0.000 1.068 at centroid
430
3.824 28.805 -31.016 1.612
8.521 58.373 62.174 129.068
50.660 0.000 -601.977 0.000 657.452 0.000 106.135 -3400.459
0.000 0.000 0.000 71.466
0.000 0.000 0.000 -0.170 at centroid
431
3.141 29.144 -30.673 1.612
8.524 58.967 61.577 129.068
41.960 0.000 -610.788 0.000 648.429 0.000 79.601 -3399.884
0.000 0.000 0.000 72.141
0.000 0.000 0.000 -0.170 at centroid
440
-51.043 1.929 -40.848 -89.963
6.349 19.884 65.847 92.080
-458.167 0.000 0.000 -163.236 0.000 0.000 727.538 0.000 0.000 106.135 -2405.090 -2308.083
0.000 0.000 0.000 -1.651 at centroid
441
-51.726 2.268 -40.505 -89.963
6.352 20.478 65.250 92.080
-466.867 0.000 0.000 -172.047 0.000 0.000 718.515 0.000 0.000 79.601 -2404.515 -2307.407
0.000 0.000 0.000 -1.651 at centroid
450
-65.181 -24.838 -23.052 -113.072
0.135 -30.298 26.811 -3.352
-602.407 382.403 326.139 106.135
0.000 0.000 0.000 0.000 0.000 0.000 151.914 -2982.629
0.000 0.000 0.000 -1.033 at centroid
451
-65.863 -24.499 -22.709 -113.072
0.137 -29.703 26.214 -3.352
-611.107 373.593 317.116 79.601
0.000 0.000 0.000 0.000 0.000 0.000 152.489 -2981.954
0.000 0.000 0.000 -1.033 at centroid
460
-52.844 -41.583 1.811 -92.616
-6.097 -67.698 -20.148 -93.944
-484.262 755.607 -165.210 106.135
0.000 0.000 0.000 0.000 0.000 0.000 2486.208 -2430.119
0.000 0.000 0.000 -0.766 at centroid
461
-53.526 -41.244 2.154 -92.616
-6.095 -67.104 -20.745 -93.944
-492.962 746.797 -174.233 79.601
0.000 0.000 0.000 0.000 0.000 0.000 2486.782 -2429.444
0.000 0.000 0.000 -0.766 at centroid
470
1.352 -31.926 28.544 -2.030
-8.460 -63.960 -57.981 -130.402
14.835 685.877 -594.576 106.135
0.000 0.000 0.000 3457.222
0.000 0.000 0.000 -96.074
0.000 0.000 0.000 -0.442 at centroid
471
0.670 -31.587 28.888 -2.030
-8.458 -63.366 -58.578 -130.402
6.134 677.066 -603.599 79.601
0.000 0.000 0.000 3457.797
0.000 0.000 0.000 -95.398
0.000 0.000 0.000 -0.442 at centroid
52.657 -4.610
-5.772 -23.261
495.254 224.706
0.000 0.000
0.000 0.000
1135 1115 1105 Resultant 1135 1115 1105 Resultant 1135 1115 1105 Resultant 1135 1115 1105 Resultant 1135 1115 1105 Resultant 1135 1115 1105 Resultant 1135 1115 1105 Resultant 1135 1115 1105 Resultant 1135 1115 1105 Resultant 1135 1115 1105 Resultant 1135 1115 1105 Resultant 480
1135 1115
0.000 0.000
32
1105 Resultant
35.353 83.400
-56.823 -85.857
-613.824 106.135
0.000 2264.031
0.000 2150.626
0.000 1.057 at centroid
481
51.975 -4.271 35.696 83.400
-5.770 -22.667 -57.420 -85.857
486.554 215.895 -622.848 79.601
0.000 0.000 0.000 2264.606
0.000 0.000 0.000 2151.302
0.000 0.000 0.000 1.057 at centroid
510
51.363 15.304 14.706 81.373
-0.145 16.987 -15.503 1.339
481.712 -199.618 -175.959 106.135 106.135
0.000 0.000 0.000 -63.879
0.000 0.000 0.000 2087.298
0.000 0.000 0.000 1.152 at centroid
520
34.836 34.836 21.803 -3.185 53.455
3.450 35.296 15.312 54.059
335.660 0.000 -380.885 0.000 151.361 0.000 106.135 -1437.065
0.000 0.000 0.000 1404.278
0.000 0.000 0.000 0.667 at centroid
530
3.414 17.494 -19.900 1.008
5.322 35.592 39.754 80.667
44.713 0.000 -363.020 0.000 424.442 0.000 106.135 -2126.149
0.000 0.000 0.000 43.653
0.000 0.000 0.000 -0.106 at centroid
540
-30.878 0.697 -26.045 -56.227
3.965 11.536 42.050 57.550
-273.304 0.000 0.000 -88.807 0.000 0.000 468.246 0.000 0.000 106.135 -1504.043 -1443.564
0.000 0.000 0.000 -1.032 at centroid
550
-39.714 -16.033 -14.923 -70.670
0.080 -19.828 17.652 -2.095
-363.454 252.218 217.372 106.135
0.000 0.000 0.000 0.000 0.000 0.000 94.084 -1865.156
0.000 0.000 0.000 -0.646 at centroid
560
-32.004 -26.498 0.617 -57.885
-3.815 -43.203 -11.697 -58.715
-289.614 485.470 -89.722 106.135
0.000 0.000 0.000 0.000 0.000 0.000 1553.018 -1519.838
0.000 0.000 0.000 -0.479 at centroid
570
1.869 -20.463 17.325 -1.269
-5.291 -40.867 -35.343 -81.501
22.322 441.888 -358.075 106.135
0.000 0.000 0.000 2159.902
0.000 0.000 0.000 -61.059
0.000 0.000 0.000 -0.276 at centroid
580
33.934 -3.390 21.581 52.125
-3.612 -15.430 -34.619 -53.661
322.584 153.657 -370.105 106.135
0.000 0.000 0.000 1414.157
0.000 0.000 0.000 1343.129
0.000 0.000 0.000 0.661 at centroid
1135 1115 1105 Resultant 1135 1115 1105 Resultant 1135 1115 1105 Resultant 1135 1115 1105 Resultant 1135 1115 1105 Resultant 1135 1115 1105 Resultant 1135 1115 1105 Resultant 1135 1115 1105 Resultant 1135 1115 1105 Resultant
33
11. CONCLUSIONES
La estructura con la geometría planteada y con los perfiles angulares considerados cumple con las condiciones de resistencia para una velocidad de viento de 100 Km/h (velocidad de supervivencia), el máximo esfuerzo se presenta en la diagonal del panel 12 de la torre, llegando a un 91% de su capacidad de carga permitida según el código TIA/EIA 222 – G. G.
1.
2.
La estructura presenta las siguientes deformaciones que han sido medidas en la cúspide de la estructura para una velocidad de viento de 75km/h (Velocidad de Operación). Deflexión: 0.23m = 0.24° < 0.75° Torsión: 0.034° < 0.30° Estas deformaciones cumplen con los parámetros límites establecidos.
3.
Las máximas fuerzas (KN) que transmite la estructura a la base, para el diseño de la cimentación son las siguientes. SUPPORT REACTIONS (Applied to tower) MÁXIMA COMPRESIÓN
Case
560
Node
1135 1115 1105
FX
FY
-32.004 -26.498 0.617
-3.815 -43.203 -11.697
FZ
(kN)
-289.614 485.470 -89.722
MÁXIMA TRACCIÓN Case
Node
FX
520
1135 1115 1105
34.836 21.803 -3.185
FY
3.450 35.296 15.312
FZ
(kN)
335.660 -380.885 151.361
34
4.
Los máximos ratios de esfuerzos en las montantes por cada panel son los siguientes: Panel Perfil 1 L 3"x1/4"
Ratio Máximo 0.108
2
L 3"x1/4"
0.175
3
L 3"x1/4"
0.327
4
L4"x3/8"
0.301
5
L4"x3/8"
0.436
6
L4"x3/8"
0.535
7
L4"x3/8"
0.658
8
L5"x3/8”
0.531
9
L5"x3/8"
0.702
10
L6"x3/8"
0.732
11
L6"x3/8"
0.886
12
L6"x1/2"
0.700
35
