Calculo de Areas Varios
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![Page 1: Calculo de Areas Varios](https://reader034.fdocuments.us/reader034/viewer/2022042618/577c7c3c1a28abe05499de3e/html5/thumbnails/1.jpg)
CODO 90° 30.00''RL CED. 40r = 45.0000 in Ø = 30.0000 inr = 1.1430 m Ø = 0.7620 m
Perímetro = PI x 0.7620 m =long. = ( PI x 1.1430 m x 90°) / 180° =
A = 2.3938 m x 1.7954 m =
CODO 90° 30.00'' RC CED. STDr = 30.0000 in Ø = 30.5000 inr = 0.7620 m Ø = 0.7747 m
Perímetro = PI x 0.7747 m =long. = (PI x 0.7620 m x 90°) / 180° =
A = 2.4337 m x 1.1969 m =
CODO 45° 30.00''RL CED. 80r = 45.0000 in Ø = 30.0000 inr = 1.1430 m Ø = 0.7620 m
Perímetro = PI x 0.7620 m =long. = ( PI x 1.1430 m x 45°) / 180° =
Sección circularPerímetro = PI X Ø
long.= (PI x r x Ángulo)/180°
Área de codo 90°A = Perímetro x long
r
![Page 2: Calculo de Areas Varios](https://reader034.fdocuments.us/reader034/viewer/2022042618/577c7c3c1a28abe05499de3e/html5/thumbnails/2.jpg)
A = 2.3938 m x 0.8977 m =
ÁREA DE CODOS DE CAJA SOLDABLEINTRODUCIR DATOS
CODO 90° 2.00''6000#r = 2.5000 in Ø = 3.3125 inr = 0.0635 m Ø = 0.0841 m
Perímetro = PI x 0.0841 m =long. = ( PI x 0.0635 m x 90°) / 180° =
A = 0.2642 m x 0.0997 m =
CODO 45° 2" 6000#r = 2.5000 in Ø = 3.3125 inr = 0.0635 m Ø = 0.0841 m
Perímetro = PI x 0.0841 m =long. = ( PI x 0.0635 m x 45°) / 180° =
A = 0.2642 m x 0.0498 m =
![Page 3: Calculo de Areas Varios](https://reader034.fdocuments.us/reader034/viewer/2022042618/577c7c3c1a28abe05499de3e/html5/thumbnails/3.jpg)
INTRODUZCA VALORES AQUÍ WEY NOM. (in) DIAM. EXT. (in) CÉDULA
30.00 in 30.00 in 40
2.3938 m1.7954 m
4.2978 m²
NOM. (in) DIAM. EXT. (in) CÉDULA
30.00 in 30.50 in STD
2.4337 m1.1969 m
2.9128 m²
INTRODUZCA VALORES AQUÍ WEY
NOM. (in) DIAM. EXT. (in) CÉDULA30.00 in 30.00 in 80
2.3938 m0.8977 m
Sección circularPerímetro = PI X Ø
long.= (PI x r x Ángulo)/180°
Área de codo 90°A = Perímetro x long
r
![Page 4: Calculo de Areas Varios](https://reader034.fdocuments.us/reader034/viewer/2022042618/577c7c3c1a28abe05499de3e/html5/thumbnails/4.jpg)
2.1489 m²
ÁREA DE CODOS DE CAJA SOLDABLE
0.2642 m0.0997 m
0.0263 m²
0.2642 m0.0498 m
0.0131 m²
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Sección circularPerímetro = PI X Ø
long.= (PI x r x Ángulo)/180°
Área de codo 45°A = Perímetro x long
r
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ÁREA DE CODOS DE CAJA SOLDABLE
Sección circularPerímetro = PI X Ø
long.= (PI x r x Ángulo)/180°
Área de codo 45°A = Perímetro x long
r
![Page 7: Calculo de Areas Varios](https://reader034.fdocuments.us/reader034/viewer/2022042618/577c7c3c1a28abe05499de3e/html5/thumbnails/7.jpg)
Sección circularPerímetro = PI X Ø
long.= (PI x r x Ángulo)/180°
Área de codo 45°A = Perímetro x long
r
![Page 8: Calculo de Areas Varios](https://reader034.fdocuments.us/reader034/viewer/2022042618/577c7c3c1a28abe05499de3e/html5/thumbnails/8.jpg)
Sección circularPerímetro = PI X Ø
long.= (PI x r x Ángulo)/180°
Área de codo 45°A = Perímetro x long
r
![Page 9: Calculo de Areas Varios](https://reader034.fdocuments.us/reader034/viewer/2022042618/577c7c3c1a28abe05499de3e/html5/thumbnails/9.jpg)
REDUCCIÓN CONCÉNTRICA 8" x 4"d = 0.1143 m g = ?D = 0.1681 mh = 0.1524 m
g= [(0.1681 m - 0.1143 m) / 2]² + (0.1524 m)² =Área = (PI/2) x 0.1547 m x (0.1681 m +
√(" " )
Área = (PI / 2) g (D + d)
g = v [ (D-d)/2]² + h²
hD
d
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REDUCCIÓN CONCÉNTRICA 8" x 4"
0.1547 m0.1143 m) = 0.0686 m²
Área = (PI / 2) g (D + d)
g = v [ (D-d)/2]² + h²
h
D
d
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BRIDA DE CUELLO SOLD. 4" 600# Ø1 = 0.1143 m h1 = 0.0635 mØ2 = 0.1524 m h2 = 0.0381 mØ3 = 0.2730 m
A1 = (PI/2) x [( 0.2730 m)² - ( 0.1524 m)²]A2 = PI x 0.2730 m x 0.0381 m
g= [(0.1524 m - 0.1143 m) / 2]² + (0.0635 m)²A3= (PI/2) x 0.0662 m x (0.1524 m
AREA TOTAL = 0.0805 m² + 0.0326 m²
√(" " )
Ø1
h1
Ø2
Ø3
Area total= A1 + A2 + A3
A1 = (PI/2) x (Ø3² - Ø2²) A2 = PI x h2 x Ø3 A3 = (PI/2) x g x (Ø2 + Ø1)
g = v [(Ø2 - Ø1)/2)² + h1²
h2
A1 = incluye ambos lados de brida
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BRIDA DE CUELLO SOLD. 4" 600#
= 0.0805 m²= 0.0326 m²= 0.0662 m+ 0.1143 m) = 0.0277 m²
+ 0.0277 m² = 0.1408 m²
Ø1
h1
Ø2
Ø3
Area total= A1 + A2 + A3
A1 = (PI/2) x (Ø3² - Ø2²) A2 = PI x h2 x Ø3 A3 = (PI/2) x g x (Ø2 + Ø1)
g = v [(Ø2 - Ø1)/2)² + h1²
h2
A1 = incluye ambos lados de brida
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TEE REDUCCIÓN 2" x 3/4"DATOS
D.Ext.May. = 0.0603 m 0.0635 mD.Int.May. = 0.0429 m
D.Ext.Men. = 0.0266 m 0.0444 mD.Ext.Men. = 0.0155 m
CÁLCULO
A = 3.1416 x {( 0.0603 m x 2 x 0.0635 m ) + [ 0.0266 m x ( 0.0444 m - 0.0301 m
A = 3.1416 x { 0.0076 m² + 0.0003 m² - 0.0000 m² }A = 3.1416 x { 0.0079 m² } = 0.0248 m²
R(CENTRO A FIN)
B(CENTRO A FIN)
A = π x {(DEXT-MAY
x 2 x R ) + [ DEXT-MEN
x ( B - rEXT-MAY
)] - ( DINT-MEN
² /4 )}
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insertar valores (PULG.)
Tipo REDUCCIÓN
D.Ext.May. 2.3750 in
D.Int.May. 1.6890 in
D.Ext.Men. 1.0500 in
D.Int.Men. 0.6140 in
R 2.5000 in
B 1.7500 in
0.62418
17.376
DATOS
CÁLCULO
)] - ( 0.0155 m ² /4 )}
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DESCUENTO DE VIGA IR SOLDADA A OC
INTRODUZCA LOS SIGUIENTES DATOS DE PLANO (mm)
ESPECIFICACIONES DE OC
Øext.(mm) Peso (kg/m)
168.00mm 28.260 kg/m
ESPECIFICACIONES DE IR
Peralte (mm) Peso (kg/m)
152.00mm 24.000 kg/m
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DESCUENTO DE VIGA IR SOLDADA A OC
INTRODUZCA LOS SIGUIENTES DATOS DE PLANO (mm)
ESPECIFICACIONES DE OC
ESPECIFICACIONES DE IRANCHO PATIN Esp. Patin(mm)
102.00mm 10.30mm
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OPERACIONES A COPIAR EN HOJA GENERADORA >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
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PRESENTACIÓN EN HOJA GENERADORA DE REFERENCIA
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OPERACIONES A COPIAR EN HOJA GENERADORA >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
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PRESENTACIÓN EN HOJA GENERADORA DE REFERENCIA
ISOMÉTRICOS A COPIAR EN HOJA GENERADORAÁREA DE DESCUENTO
SOPORTES PATIN
OC
IR
PATIN DEDESCUENTOPL.2 PZAS
IR-
OC-
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168.00mm
R84.00
ÁREA DE DESCUENTO SOPORTES PATIN
OC
IR
PATIN DEDESCUENTOPL.2 PZAS
IR-
OC-
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OPERACIONES A COPIAR EN HOJA GENERADORA >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
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PRESENTACIÓN EN HOJA GENERADORA DE REFERENCIA
ISOMÉTRICOS A COPIAR EN HOJA GENERADORAÁREA DE DESCUENTO
SOPORTES PATIN
OC
IR
PATIN DEDESCUENTOPL.2 PZAS
IR-
OC-
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17.27 152.00mm x 24.000 kg/m
10.30mm
74
.8°
102.0
0
x 28.260 kg/m
R84.00
ÁREA DE DESCUENTO SOPORTES PATIN
OC
IR
PATIN DEDESCUENTOPL.2 PZAS
IR-
OC-
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OPERACIONES A COPIAR EN HOJA GENERADORA >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
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PRESENTACIÓN EN HOJA GENERADORA DE REFERENCIA
ISOMÉTRICOS A COPIAR EN HOJA GENERADORA
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R84.00
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OPERACIONES A COPIAR EN HOJA GENERADORA >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>AREA=AREA=AREA=
AREA TOTAL DE PATINES=
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ISOMÉTRICOS A COPIAR EN HOJA GENERADORA
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R84.00
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OPERACIONES A COPIAR EN HOJA GENERADORA >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>RADIO² / 2 X
(0.0840² / 2) X0.0035m² x (1.3055 -
AREA TOTAL DE PATINES= 0.0011m² x 2 PZAS
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R84.00
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OPERACIONES A COPIAR EN HOJA GENERADORA >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>(ANGULO RADIANES - SENO DE ANG.)=
(74.8°x[2xpi/360°] - SEN (74.8°) 0.9650) = 0.0011m²
0.0011m² x 2 PZAS = 0.0022m²
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INTRODUZCA LOS SIGUIENTES DATOS DE PLANO (mm)
Diametro exterior de tuberia 406.00 mm
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Espesor de placa soporte 6.35 mmCOTA "J" 100.00 mmCOTA "K" 250.00 mmCOTA "L" 400.00 mmCOTA "M" 50.00 mmÁNGULO DE ARCO SOPORTE 120 °
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ISOMETRICO A COPIAR EN HOJA GENERADORA >>>>>>>
OPERACIONES A COPIAR EN HOJA GENERADORA >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
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INTRODUZCA LOS SIGUIENTES DATOS DE PLANO (mm)
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ISOMÉTRICOS A COPIAR EN HOJA GENERADORA250.0
C
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40
0.0
93.7
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ISOMETRICO A COPIAR EN HOJA GENERADORA >>>>>>>
OPERACIONES A COPIAR EN HOJA GENERADORA >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
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DATOS DE PLANO
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ISOMÉTRICOS A COPIAR EN HOJA GENERADORA
38
7.3
250.0B
D
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93.7
D
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ISOMETRICO A COPIAR EN HOJA GENERADORA >>>>>>>
OPERACIONES A COPIAR EN HOJA GENERADORA >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
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DATOS DE PLANO
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ISOMÉTRICOS A COPIAR EN HOJA GENERADORA
50
0.0
L
250.0
A
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93.7
DESCUENTO
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ISOMETRICO A COPIAR EN HOJA GENERADORA >>>>>>>
OPERACIONES A COPIAR EN HOJA GENERADORA >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
DESCUENTO
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L
250.0
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362.6
120°
93.7
DESCUENTO
Ángulo arco
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250.0
OPERACIONES A COPIAR EN HOJA GENERADORA >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
DESCUENTO
D
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PRESENTACIÓN EN HOJA GENERADORA DE REFERENCIA
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L
250.0
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93.7
R209.4
DESCUENTO
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19
8.3
OPERACIONES A COPIAR EN HOJA GENERADORA >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
DESCUENTO
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PRESENTACIÓN EN HOJA GENERADORA DE REFERENCIA
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L
250.0
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93.7
R209.4
DESCUENTO
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OPERACIONES A COPIAR EN HOJA GENERADORA >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>OPERACIONES A COPIAR EN HOJA GENERADORAA PLACA DE REFUERZO 1 PZA
L= longitud de arco de placa roladaL= (pi x radio ext. tuberia x ángulo soporte) / 180°
L= (pi x 0.2030 mxÁREA = LONGITUD DE ARCO x ANCHO
DESCUENTO
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ÁREA = 0.4251 mx
B PLACA DE REFUERZO 1 PZAÁREA = 0.3873x
C PLACA DE REFUERZO 1 PZAÁREA = 0.2500 mx
DÁREA=[(Base mayor + Base menor)xaltura]/2)ÁREA = [(0.3626m+
ÁREA DE DESCUENTO EN PLACAÁREA = (RADIO²/2)x (ANGULO DE ARCO x [2pi /360°]-Seno (Ángulo arco)
ÁREA = (0.2094m)²/ÁREA = 0.0219m²x
ÁREA TOTAL = (PLACA DE REFUERZO - ÁREA DE DESCUENTO) x 2 Pzas
PLACA DE REFUERZO 2 PZAS
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ÁREA TOTAL =
AREA TOTAL DE SOPORTEÁREA TOTAL = A + B + C + D
ÁREA = 0.2125 m² +
ÁREA = 0.4165m²
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PRESENTACIÓN EN HOJA GENERADORA DE REFERENCIA
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L
250.0
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93.7
R209.4
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OPERACIONES A COPIAR EN HOJA GENERADORAPLACA DE REFUERZO 1 PZA
L= longitud de arco de placa roladaL= (pi x radio ext. tuberia x ángulo soporte) / 180°
120 °)/ÁREA = LONGITUD DE ARCO x ANCHO
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0.5000 m
PLACA DE REFUERZO 1 PZA0.0937 m
PLACA DE REFUERZO 1 PZA0.4000 m
ÁREA=[(Base mayor + Base menor)xaltura]/2)0.2500m) x
ÁREA DE DESCUENTO EN PLACAÁREA = (RADIO²/2)x (ANGULO DE ARCO x [2pi /360°]-Seno (Ángulo arco)
2 x(2.0943 -
ÁREA TOTAL = (PLACA DE REFUERZO - ÁREA DE DESCUENTO) x 2 Pzas
PLACA DE REFUERZO 2 PZAS
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(0.0607 m² -
AREA TOTAL DE SOPORTEÁREA TOTAL = A + B + C + D
0.0362 m² +
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PRESENTACIÓN EN HOJA GENERADORA DE REFERENCIA
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L
250.0
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93.7
R209.4
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OPERACIONES A COPIAR EN HOJA GENERADORAPLACA DE REFUERZO 1 PZA
L= (pi x radio ext. tuberia x ángulo soporte) / 180°
180° =
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=
PLACA DE REFUERZO 1 PZA=
PLACA DE REFUERZO 1 PZA=
ÁREA=[(Base mayor + Base menor)xaltura]/2)0.1983 m / 2] =
ÁREA DE DESCUENTO EN PLACAÁREA = (RADIO²/2)x (ANGULO DE ARCO x [2pi /360°]-Seno (Ángulo arco)
(120° x [2 x PI / 360°] -0.8660) =
ÁREA TOTAL = (PLACA DE REFUERZO - ÁREA DE DESCUENTO) x 2 Pzas
PLACA DE REFUERZO 2 PZAS
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0.0268 m²) x 2 Pzas =
AREA TOTAL DE SOPORTE
0.1000 m² +
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L
250.0
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93.7
R209.4
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OPERACIONES A COPIAR EN HOJA GENERADORAPLACA DE REFUERZO 1 PZA
0.4251 m
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0.2125 m²
PLACA DE REFUERZO 1 PZA0.0362 m²
PLACA DE REFUERZO 1 PZA0.1000 m²
0.0607 m²
Seno(120 °)0.0268 m²
ÁREA TOTAL = (PLACA DE REFUERZO - ÁREA DE DESCUENTO) x 2 Pzas
2 PZAS
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0.0678m²
AREA TOTAL DE SOPORTE
0.0678m²
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INTRODUZCA LOS SIGUIENTES DATOS DE PLANO (mm)
RADIO EXT TUBERIA 109.50 mm
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Espesor de placa soporte 6.35 mmCOTA "J" 150.00 mmÁNGULO DE ARCO SOPORTE 120 °
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OPERACIONES A COPIAR EN HOJA GENERADORA >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
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INTRODUZCA LOS SIGUIENTES DATOS DE PLANO (mm)
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ISOMÉTRICOS A COPIAR EN HOJA GENERADORA
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15
0
OPERACIONES A COPIAR EN HOJA GENERADORA >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
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ISOMÉTRICOS A COPIAR EN HOJA GENERADORA
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OPERACIONES A COPIAR EN HOJA GENERADORA >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
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ISOMÉTRICOS A COPIAR EN HOJA GENERADORA
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OPERACIONES A COPIAR EN HOJA GENERADORA >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
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OPERACIONES A COPIAR EN HOJA GENERADORA >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
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OPERACIONES A COPIAR EN HOJA GENERADORA >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
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OPERACIONES A COPIAR EN HOJA GENERADORA >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>OPERACIONES A COPIAR EN HOJA GENERADORAL PLACA DE REFUERZO 1 PZA
L= longitud de arco de placa roladaL= (pi x radio ext. tuberia x ángulo soporte) / 180°
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L= (pi x 0.1095 mxÁREA = LONGITUD DE ARCO x ANCHOÁREA = 0.2293 mx
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OPERACIONES A COPIAR EN HOJA GENERADORAPLACA DE REFUERZO 1 PZA
L= longitud de arco de placa roladaL= (pi x radio ext. tuberia x ángulo soporte) / 180°
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120 °)/ÁREA = LONGITUD DE ARCO x ANCHO
0.1500 m
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OPERACIONES A COPIAR EN HOJA GENERADORAPLACA DE REFUERZO 1 PZA
L= (pi x radio ext. tuberia x ángulo soporte) / 180°
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180° =
=
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OPERACIONES A COPIAR EN HOJA GENERADORAPLACA DE REFUERZO 1 PZA
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0.2293 m
0.0343 m²
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BARANDAL DOBLE
3000
1500
4 Pzas
A
B
C
D
E
LONG. MAX.
LONG. MIN.
LONG. MAX.
LONG. MIN.
(V-1
-01)
(V-1
-02)
(V-1
-01)
(V-1-03)
(V-1-04)
(V-1-04)
(V-1-04)
(V-1-04)
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RODAPIE DE SOLERA 4 PZAS
OPERACIONES >>>>>>>>>>>>>>>>
A
B
C
D
E
LONG. MAX.
LONG. MIN.
LONG. MAX.
LONG. MIN.
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BARANDAL DOBLE
1500
1100
3000
V-1-034 Pzas
1100
V-1-018 Pzas
1476
A
B
C
D
E
LONG. MAX.
LONG. MIN.
LONG. MAX.
LONG. MIN.
(V-1
-01)
(V-1
-02)
(V-1
-01)
(V-1-03)
(V-1-04)
(V-1-04)
(V-1-04)
(V-1-04)
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1452
V-1-0416 Pzas
1088
1076V-1-024 Pzas
3000
RODAPIE DE SOLERA 4 PZAS
102.0
0
OPERACIONES >>>>>>>>>>>>>>>>
A
B
C
D
E
LONG. MAX.
LONG. MIN.
LONG. MAX.
LONG. MIN.
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INTRODUZCA LONGITUDES DE BARANDAL (mm) No. BARANDALESALTURA V-1-01= 1100.00mm 4 PzasANCHO V-1-03 = 3000.00mm
.INTRODUZCA DATOS DE MATERIAL (mm)
SOLERAANCHO = 102.00mm
ESPESOR = 6.40mm
OCDIAM. EXT. = 48.00mm
PERIMETRO = 150.79mm
INTRODUCIR VALORES AQUÍ ABAJO
˅˅˅˅˅˅˅˅˅˅˅˅˅˅˅˅˅
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OPERACIONES >>>>>>>>>>>>>>>>
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OPERACIONES >>>>>>>>>>>>>>>><< OPERACIONES >>
OC 48 x 5.08 x 5.41 kg/m
A Perímetro Long. Prom
m m0.1507 x 3.0000 =
B m m0.1507 x 1.1000 =
C m m0.1507 x 1.4640 =
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C
D m m0.1507 x 1.0820 =
Rodapie solera 1/4" x 4" X 5.06 kg/m
Pérímetro de soleraAncho (m) Espesor(m)
(0.1020 + 0.0064) x
Área de extremos de soleraAncho (m) Espesor(m)
(0.1020 X 0.0064) X
Em m
0.2168 x 3.0000 =
m² Pzas0.6517 x 4 =
ÁREA TOTAL = A + B + C +D + Em²
1.8084
+1.32563.52960.6520 m²2.6068 = 9.9224
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<< OPERACIONES >>OC 48 x 5.08 x 5.41 kg/m
m² Pzas m²0.4521 x 4 Pzas = 1.8084
m² Pzas m²0.1657 x 8 = 1.3256
m² Pzas m²0.2206 x 16 = 3.5296
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m² Pzas m²0.1630 x 4 = 0.6520
Rodapie solera 1/4" x 4" X 5.06 kg/m
Lados m2 = 0.2168
Extremos m²2 = 0.0013
m² m² m²0.6504 + 0.0013 = 0.6517
m²2.6068
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BARANDAL DOBLE
648
(V-1
-02)
(V-1
-02)
(V-1-01)
(V-1-03)
(V-1-03)
A
B
C
D
LONG. MAX.
LONG. MIN.
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648
RODAPIE DE SOLERA 1 PZAS
OPERACIONES >>>>>>>>>>>>>>>>
A
B
C
D
LONG. MAX.
LONG. MIN.
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BARANDAL DOBLE
1080
648
V-1-011 Pzas
1080V-1-022 Pzas
624
(V-1
-02)
(V-1
-02)
(V-1-01)
(V-1-03)
(V-1-03)
A
B
C
D
LONG. MAX.
LONG. MIN.
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600V-1-032 Pzas
Rodapie1 Pzas
RODAPIE DE SOLERA 1 PZAS
102.0
0
OPERACIONES >>>>>>>>>>>>>>>>
A
B
C
D
LONG. MAX.
LONG. MIN.
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INTRODUZCA LONGITUDES DE BARANDAL (mm) No. BARANDALESALTURA V-1-021= 1080.00mm 1 PzasANCHO V-1-01 = 648.00mm
INTRODUZCA DATOS DE MATERIAL (mm)
SOLERAANCHO = 102.00mm
ESPESOR = 6.40mm
OCDIAM. EXT. = 48.00mm
PERIMETRO = 150.79mm
V-1-011 Pzas
V-1-022 Pzas
INTRODUCIR VALORES AQUÍ ABAJO
˅˅˅˅˅˅˅˅˅˅˅˅˅˅˅˅˅
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V-1-032 Pzas
Rodapie1 Pzas
OPERACIONES >>>>>>>>>>>>>>>>
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OPERACIONES >>>>>>>>>>>>>>>><< OPERACIONES >>
OC 48 x 5.08 x 5.41 kg/m
A Perímetro Long. Prom
m m0.1507 x 0.6480 =
B m m0.1507 x 1.0800 =
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C m m0.1507 x 0.6120 =
Rodapie solera 1/4" x 4" X 5.06 kg/m
Pérímetro de soleraAncho (m) Espesor(m)
(0.1020 + 0.0064) x
Área de extremos de soleraAncho (m) Espesor(m)
(0.1020 X 0.0064) X
Dm m
0.2168 x 0.6480 =
m² Pzas0.1417 x 1 =
ÁREA TOTAL = A + B + C +D m²
0.0976
+0.32540.1844 m²0.1417 = 0.7491
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<< OPERACIONES >>OC 48 x 5.08 x 5.41 kg/m
m² Pzas m²0.0976 x 1 Pzas = 0.0976
m² Pzas m²0.1627 x 2 = 0.3254
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m² Pzas m²0.0922 x 2 = 0.1844
Rodapie solera 1/4" x 4" X 5.06 kg/m
Lados m2 = 0.2168
Extremos m²2 = 0.0013
m² m² m²0.1404 + 0.0013 = 0.1417
m²0.1417