Pintura Area
February 15, 2023 | Author: Anonymous | Category: N/A
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Description
EL LA A B: B:
AREAS Y PERIMETROS EN ACCESORIOS Y PERFILES
G. AV IIL LA D.
CODO - 90°
CODO - 90°
RC !
RL !
2"Ø
A=0.022 M²
4"Ø
=0 =0.058
2"Ø
CODO 45°
A=0.023 M²
3"Ø
= =0 0.050
2"Ø
BRI DAS
A=0.011 M²
3"Ø
= =0 0.025
TE RECTA
"
#50 $
%00 $
00 $
2"Ø
A=0.020 M²
A=0.024 M²
A=0.025 M²
2"Ø
A=0.030 M²
ESTRUCTURALES REDUCC. CONC. & EXCENT. 3" x 2"Ø
A=0.020 M²
22" x 14"
A=0.727 M²
3"Ø
= =0 0.029
=0.036
=0.038
3"Ø
= =0 0.059
4" x 2"
=0.059
22" x 16"
=0.769
TAP. CACH.
VALVULAS GLOBO
DUO CHEC'
2" Ø = 0.26 M²
2" Ø = 0.23 M²
4" = 0.53
4" = 0.47
1/2" Ø = 0.002 M² 3/4" = 0.003
4"Ø
= =0 0.065
4"Ø
=0 =0.042
4"Ø
= =0 0.040
=0.049
=0.060
4"Ø
= =0 0.094
4" x 3"
=0.031
22" x 18"
=0.810
5"Ø
= =0 0.132
5"Ø
= =0 0.066
5"Ø
= =0 0.054
=0.064
=0.083
5"Ø
= =0 0.137
6" x 3"
=0.056
22" x 20"
=0.849
1 1/4" = 0.005
1" = 0.004 1 1/2" = 0.006
6"Ø
= =0 0.127
6"Ø
=0.190
6"Ø
= =0 0.094
6"Ø
=0.061
=0.074
=0.095
6"Ø
=0 =0.188
6" x 4"
=0.061
24" x 16"
=0.810
8"Ø
=0.220
8"Ø
=0.330
8"Ø
=0.164
8"Ø
=0.088
=0.104
=0.132
8"Ø
=0.305
8" x 3"
=0.072
24 24" x 18"
=0.848
10 10""Ø
=0.03 034 4
10" 0"Ø Ø
=0 =0.51 510 0
10"Ø
=0.2 .25 54
10"Ø
=0.1 0.107
=0.131
=0.186 186
10"Ø
=0.46 .462
8" x 4"
=0.079
24 24"" x 20"
=0. 0.8 890
12 12""Ø
=0.49 490 0
12" 2"Ø Ø
=0 =0.73 730 0
12"Ø
=0.3 .36 65
12"Ø
=0.1 0.143
=0.172
=0.214 214
12"Ø
=0.64 .645
8" x 6"
=0.091
26 26"" x 18"
=1. 1.0 060
14 14""Ø
=0.62 620 0
14" 4"Ø Ø
=0 =0.94 940 0
14"Ø
=0.4 .46 67
14"Ø
=0.1 0.177
=0.208
=0.247 247
14"Ø
=0.78 .782
10" x 4"
=0.107
26 26"" x 20"
=1.110
8" = 1.07
8" = 0.95
16"Ø
=0.810
16"Ø
=1.220
16"Ø
=0.610
16"Ø
=0.199
=0.241
=0.303
16"Ø
=0.973
10" x 6"
=0.122
26" x 24"
=1.193
4" = 0.023
10" = 1.34
10" = 1.19
18 18""Ø
=1.03 030 0
18" 8"Ø Ø
=1 =1.55 550 0
18"Ø
=0.7 .77 73
18"Ø
=0.2 0.238
=0.289
=0.346 346
18"Ø
=1.23 .231
10" x 8"
=0.136
30 30"" x 22"
=1. 1.2 212
5" = 0.039
12" = 1.60
12" = 1.43
2" = 0.007 2 1/2" = 0.009 3" = 0.014 3 1/2" = 0.020
6" = 0.80
6" = 0.71
20"Ø
=1.400
20"Ø
= =1 1.920
20"Ø
=0.956
20"Ø
=0.272
=0.323
=0.397
20"Ø
=1.519
12" x 6"
=0.157
30" x 24"
=1.308
6" = 0.050
14" = 1.87
14" = 1.67
24 24""Ø
=1.84 840 0
24" 4"Ø Ø
=2 =2.76 760 0
22"Ø
=1.1 .15 55
24"Ø
=0.3 0.339
=0.402
=0.493 493
22"Ø
=1.83 .836
12" x 8"
=0.172
30 30"" x 26"
=1. 1.3 358
8" = 0.070
16" = 2.14
16" = 1.91
30 30""Ø
=2.86 860 0
30" 0"Ø Ø
=4 =4.30 300 0
24"Ø
=1.3 .37 75
26"Ø
=0.2 0.288
=0.470
=0.600 600
24"Ø
=2.36 .366
12" x 10"
=0.190
36 36"" x 24"
=1. 1.4 457
10" = 0.109
18" = 2.21
18" = 2.15
36 36""Ø
=4.13 130 0
36" 6"Ø Ø
=6 =6.19 190 0
26"Ø
=1.6 .61 13
28"Ø
=0.3 0.321
=0.536
=0.675 675
26"Ø
=2.56 .568
14" x 6"
=0.269
36 36"" x 28"
=1. 1.4 453
12" = 0.155
20" = 2.68
20" = 2.39
42"Ø
=5.620
42"Ø
= 8. 8.440
30"Ø
=2.148
30"Ø
=0.372
=0.607
=0.754
30"Ø
=3.348
14" x 8"
=0.296
36" x 30"
=1.605
14" = 0.184
24" = 3.21
24" = 2.87
=4 =4.832
14" x 10"
54 54""Ø
=9.31 310 0
54" 4"Ø Ø
=13. =13.9 960
42"Ø
=4.2 .21 11
34"Ø
=0.4 0.461
=0.750
=0.913 913
42"Ø
=6.38 .383
14" x 12"
=0.350
42 42"" x 26"
=1. 1.6 649
18" = 0.292
36" = 4.82
36" = 4.31
60 60""Ø
48"Ø
=11. 1.4 470
= =7 7.350
60" 0"Ø Ø
48"Ø
=17. =17.2 200
=11.030
48"Ø
36"Ø
=5.5 .50 01
= =3 3.093
36"Ø
32"Ø
=0.5 0.512
=0.826
=1.007 007
48"Ø
=8.26 .268
16" x 8"
=0.347
42 42"" x 30"
=1. 1.7 748
20" = 0.395
42" = 5.62
42" = 5.03
16" x 10"
=0.376
48" x 24"
=2.041
24" = 0.511
48" = 6.43
48" = 5.75
16" x 12"
=0.405
48" x 26"
=2.095
30" = 0.639
54" = 7.23
54" = 6.46
60" = 8.04
60" = 8.18
#(* #(*++ , #(+ #(+-- 0.%# 0.%# ) 0.0% 0.0%
1.55 ML x 0.216 PER PER = 0.334
5(# 5(#+ +, , # %(4 %(4++-. . ) ) 0.# 0.#04 04
Ø
#( #(+ + , % #( #(++- *.*55 *.*55 ) 0.0% 0.0%
, +- %.#% ) 0.##*
4+- #0. #0 ) 0.9
#(4" #(4" = 0.019
, #(4+ #(4+-- %. %.55 55* * ) 0. 0.#% #%0 0
, 4 #( #(+ +-- ##. #.%* %*5 5 ) 0. 0.5 54 4
0.248 KG/M
, (*+- 0.5%% ) 0.05#
, #( +- %.95% ) 0.#4%
, 5+- #.50 ) 0.9
5(# = 5(# = 0.025
, #+- 0.%% ) 0.05
, %+- 4.44 ) 0.#*
, +- #5.#94 ) 0.%%0
0.388
, # #(*+- 0. # ) 0. 04
, % #( 4+- 5.#%9 ) 0.#*0
, *+- 0.0 ) 0.4%
%(*" %(*" = 0.030
, # #(4+ #(4+-- 0.9 0.9# # ) 0.0 0.00 0
, % #( #(+ +-- 5. 5.5% 5%5 5 ) 0. 0.#9 #94 4
, # #(+- 0. 949 ) 0. 0*%
, 4+- .%5 ) 0.#9
, +- .%%# ) 0.#%%
++- #. #. ) 0.#0 0.#0* *
, 4 #( #(+ +-- . .# ## ) 0. 0.4 44 4
, #( #(+ +-- . .9# 9#% % ) 0. 0.#5 #5* *
, 5 (* (*+ - 0.59 .59 % ) 0.04 .04 #
, %(4+- 0. # ) 0.04*
, #+#+- 0.94 0.949 9 ) 0.0 0.00 0
0.994 5(*" 5(*" = 0.050
, 5+- .9#4 ) 0.0
, %+- 9.49 ) 0.#*4 , 4 ++-- # . . # ) 0. .% %5
1.550
, 5+- #5. * ) 0. *
%(4" %(4" = 0.060
, 5( 5(*+ *+-- #. #.#* #* ) 0. 0.05 05# #
, + +-- #*.9 #*.99 9 ) 0. 0.%% %%
, # #(*+ #(*+-- #.0 #.0* * ) 0.0 0.0* *
, %( %(4+ 4+-- #. #.4 4% % ) 0. 0.05 05
, # #(4 #(4++- #.#* #.#* ) 0.0 0.0% %
, #+ #+-- #.* #.*9* 9* ) 0.0 0.00 0
, *+ *+-- 5.% 5.%0 0 ) 0. 0.4% 4%* *
, # #(+- #.4% ) 0.0*
, # #(*+- .#%5 ) 0.0
, +- .59 ) 0.#40
, ++- #.*9 #.*9* * ) 0.# 0.###
, # #( #(4+ 4+-- . .% % ) 0. 0.0* 0*
, #( #(+ +-- 9. 9.49 49 ) 0. 0.# #5 5
, #(4+- .#%5 ) 0.#4
, # #( +- .*4 ) 0.095
, %+- ##. %95 ) 0. #9#
#(4" #(4" , #(+- 0. %% ) 0.0%*
, # %(4+- %.%# ) 0.#0*
%(4 %(4++ , # #( #(++- 5.0 5.09* 9* ) 0.# 0.##4 #4
2.235 (*" (*" = 0.070 3.043 #"Ø = 0.079 3.974 # #(*" #(*" = 0.090
, 4+- #5.#94 ) 0.4#
5.030
, +- %.95 ) 0.##
, 5+- #*. 99 ) 0. 9
# #(4" #(4" = 0.099
, %(4+ %(4+-- 0.94 0.949 9 ) 0.05 0.05# #
, #( #(4+ 4+-- 4. 4. 9 9 ) 0. 0.#% #%% %
, + +-- . .90 90 ) 0. 0.%4 %4% %
6.209
, #+- #.5 ) 0.0%
# %(*" %(*" = 0.109
, 5( *+- 0.9# ) 0.044
, #(+- 4.44 ) 0.#4
, *+- %0. %90 ) 0. 445
, # #(*+ #(*+-- #.4 #.4% % ) 0.0 0.0# #
, %+ %+-- 5. 5.9 9* * ) 0. 0.# ## #
( (*+ *+ , + +-- *. *.*5 *55 5 ) 0. 0.#4 #4
, # #(4+- #. 5*# ) 0.0
, % #(4+- .# ) 0.#*4
, %+- #%.* ) 0.#9
# #(" #(" = 0.119
, # #(+ #(+-- #.*9 #.*9 ) 0.0* 0.0*9 9
, % #( #(+ +-- . .4 4# # ) 0. 0.#9 #9
#+ , + +-- #0.# #0.#* * ) 0. 0.#5 #5
, # %(4+- . #4 ) 0.#0#
8.941 # 5(*" 5(*" = 0.129
7.513
, % %(4+- .## ) 0. 09
, #(+- #.50 ) 0.#*
++- .5 .5 %0 %0 ) 0 .# .##4
, 4 ++-- ..5 5 90 90 ) 0 ..
, %+ - #5 ..# # 94 94 ) 0 .. 0% 0%
, #(4+- . *4 ) 0.#
, 4 #(+- *. 5%9 ) 0. 4
, % #(+- #.#0 ) 0.9
, 5+ - 9. 4** ) 0. %
, 4+- 0.5* ) 0.54
12.170
, +- ##.%*5 ) 0.%4
, 5+- 5.% ) 0.%05
# (*" (*" = 0.150
, #(+- %. # ) 0.#40
, %+- %.95 ) 0.#5
, % #(4+- 4.### ) 0.#* , % #(+- 4.4 ) 0.#90
, *+- #5.#94 ) 0.45 #(" #(" , 5(*+- #.5*# ) 0.05
, 4+- 5.04 ) 0.#
, %(4+- #. *9 ) 0. 0%
, 5+- .%%0 ) 0.
, #+- .5% ) 0.0
, +- %0.%** ) 0.%5
13.971 "Ø = 0.159
# #(*+ , %+- #.0 ) 0.#0 , 4+- .0 ) 0.0
, +- .59 ) 0.%#
, # #(*+- .*4 ) 0. 0*%
# #(4+ , %+- #*.94 ) 0.#
, *+- #0.#* ) 0.4#9
, # #(4+- %.#5 ) 0. #00
, 4+- 5. 99 ) 0.
, # #( ++- %. 9 9* ) 0. # #0 0
# #( ++ , %+- . 9 ) 0. 9
, 5( *+- 0.9*9 ) 0.04
, %(4+ %(4+-- #.#* #.#* ) 0.05 0.054 4
, # %(4+- 4. 4 ) 0. ##4
, 4+- %0.%59 ) 0.9
, + +-- 5. 5.0 04 4 ) 0. 0.# #
# %( %(4+ 4+ , %+ %+-- .5 .54 4 ) 0. 0.4 4# #
, #+- #.5*# ) 0.0
, #(4+- 5.9 ) 0. #40
, # #(*+ (*+ - # . . 9 9 ) 0 .0 .0 4 4
, # (( ++-- ..% % 5 ) 0.# .#5 5
, # #( 4+- #.9 ) 0.09
, %+- .59 ) 0.#*
+ , %+- %0. #%5 ) 0. 54
, # #(+ (+ - .% .% ) 0 .0 .0 9 9
, % # ((4 4 ++-- * .. ) 0.# .#9 90
, 4+ - 40 ..4 4 *0 *0 ) 0 ..% % 05 05
CANAL ESTRUCT. ESTRUCT. CE !
%+ ! , .#0 'G( ML ) 0.95 , .44 'G( ML ) 0.%04
, *.9% 'G( ML ) 0.%#4
#0 4+ ! , *.04 'G( ML ) 0.%4
, #0.9 'G( ML ) 0.%*
# 5+ ! , 9.9 'G( ML ) 0.4%#
, #%.%9 'G( ML ) 0.445
#5 + ! , #.0 'G( ML ) 0.499
, #5.% 'G( ML ) 0.5##
, %.0 'G( ML ) 0.5%
#* + ! , #4.5* 'G( ML ) 0.5
, #*.% 'G( ML ) 0.5*
DE
DIAM. = FACTOR P/ M² #(*" #(*" = 0.010 = 0.0% #(4" #(4" = 0.013 = 0.04% = 0.04%
+
%*
%(*" %(*" = 0.017 = 0.054 = 0.054
+
40
#(" #(" = 0.021 = 0.0%
#0 40
%(4" %(4" = 0.026 = 0.0*4
44
#" = 0.033 = 0.#05
# 44
# #(4 #(4"" = 0.042 = 0.#%
+
+
4*
#5 49 49
# #(" #(" = 0.048 = 0.#5 " = 0.060 = 0.#90 #(" = 0.073 = 0.9 #("
+
5
+
55
%" = 0.089 = 0.9
+
5*
% #( #("" = 0.102 = 0.%#9
#* 5%
, #.95 'G( ML ) 0.599 0% *+ ! , #.## 'G( ML ) 0.%
, 5 ++-- 4 4. 4. 4 ) 0 .. 4 %
%
, #9.%5 'G( ML ) 0.5%
, 4+- %5.40 ) 0.9
" TUBERIA OC ! CON FACTOR P( CALCULAR M
E1EM : 0# TRAMO DE DE CANAL DE + , #.0 ' 'G( G( ML #.55 ML , 0.499 2UE ES EL PERIMETRO ) 0.%4 M
4" = 0.114 = 0.%0
+
5
5" = 0.141 = 0.444
+
5*
" = 0.168 = 0.59
0% 5
*" = 0.220 = 0.**
, 0.4 'G( ML ) 0.44
+
0
#0" #0" = 0.273 = 0.*5
, .90 'G( ML ) 0.%
+
4
#" #" = 0.324 = #.0#
, %#. 'G( ML ) 0.4
+
#4 #4"" = 0.356 = #.##
9 9+ ! , #9.*0 'G( ML ) 0.04
9
#" #" = 0.406 = #.
, .#0 'G( ML ) 0.09
+
%
#*" #*" = 0.457 = #.4%
, 9.%0 'G( ML ) 0.
+
0" 0" = 0.508 = #.59
54 #0+ ! , . 'G( ML ) 0. 54
" " = 0.559 = #.5
, 9. 'G( ML ) 0.*
+
0
4" 4" = 0.610 = #.9#5
, %.0 'G( ML ) 0.*0#
+
%
" " = 0.660 = .05
, 4. 'G( ML ) 0.*#
+
* *"" = 0.711 = .%4
%05 #+ ! , %0.*0 'G( ML ) 0.90*
%05 5
%0" %0" = 0.762 = .%94
, %.0 'G( ML ) 0.9#9
+
%" %" = 0.813 = .55%
, 44.4 'G( ML ) 0.9%#
+
*0
%4" %4" = 0.864 = .#%
%*# #5+ ! , 50.%9 'G( ML ) #.#0 %*# *
%" %" = 0.914 = .*%
, 59.#0 'G( ML ) #.##9
+
*9
%*" %*" = 0.965 = %.0%
, %.0 'G( ML ) #.#%9
+
94
40" 40" = 1.016 = %.#9 4" 4" = 1.067 = %.%5#
PERIMETRO
44" 44" = 1.118 = %.5##
P ! PERALTE
4" 4" = 1.168 = %.0 4*" = 1.219 = %.*0 4*"
A ! PA PATIN TIN PERIMET RO EN MTS/ - PERALTE Y P PATIN ATIN EN MM.
A
P
CA$AL %TR&CT&RAL ! P = PRALT # ! A = PATI$ #
# %(4" %(4" = 0.139
, *+- 40.50 ) 0.45
5(#" 5(#" , #(+- 0.9# ) 0.04#
10.494
54" 54" = 1.372 = 4.%09 0" 0" = 1.524 = 4.** #.55 ML
ML
+"
Ø
#.55 ML , 0.59 ) 0.*#9 M
15.986 #(*" #(*" = 0.169 16.020 #(4" #(4" = 0.179 20.119 #(" #(" = 0.199 24.838 %(4" %(4" = 0.219
%(4+ %(4+x x #(*+ #(*+19 19 x 3 MM #+ #+x #(*"" 25 x 3 x #(*
36"Ø
² M 0 3 0 . 0 = O R T " M I R " P L " % " " & * ) 0 6 0 . 0 x L M 0 5 . 0 ( M " ' "
=0.325
=0.423
48" x 30"
=2.211
=0.435
48" x 36"
=2.381
40" = 1.027
48" x 42"
=2.550
'G( M
PERIMETRO
18" x 12"
=0.466
0. **
0.0* ML
18" x 14"
=0.485
#. #9
0.#0
18" x 16"
=0.514
0.##0
20" x 12"
=0.660
0.##
20" x 14"
=0.686
# #(4+ #(4+ x #(*+ x #(*+ 32 x 3
#. 50
0.#%4
20" x 16"
=0.727
. 0
0.#%*
20" x 18"
=0.769
. *
0.#40
#. *%
0.#5*
. *
0.#
%. 4*
0.#4
4.
0.#*
4. 99
0.#
. 4
0.#0
%. %
0.#4
4. 5
0.#
5. *%
0.0
. 99
0.%
4. #
0.
. #0
0.4
. 44
0.*
*. *
0.#
. 9
0.%#
%+ %+ x 5(#+ x 5(#+ 76 x 8
9. 0*
0.%0
%+ %+ x x %(*+ %(*+ 76 x 9.5
#0.
0.%%
%+ %+ x x #(+ #(+ 76 x 13
#%. 99
%+ %+ x x 5(*+ 5(*+ 76 x 16
#.##
0.%%
4+ 4+ x x #(4+ #(4+ 102 x 6
9. *
0.40
4+ 4+ x x 5(#+ 5(#+ 102 x 8
#. 0
0.44
4+ 4+ x x %(*+ %(*+ 102 x 9.5
#4. 5*
0.4
4+ 4+ x #(+ x #(+ 102 x 13
#9. 05
0.4%4
4+ 4+ x 5(*+ x 5(*+ 102 x 16
%. %
0.440
4+ 4+ x %(4+ x %(4+ 102 x 19
. 5%
0.44
+ + x x %(*+ %(*+ 152 x 10
. #
0.%*
0.*
+ + x x #(+ #(+ 152 x 13
9. #
0.%4
+ + x x 5(*+ 5(*+ 152 x 16
%. 0#
0.40
+ + x x %(4+ %(4+ 152 x 19
4. #
0.4
+ + x x #+ #+ 152 x 25
55.
0.5*
LD ! 4+ , %+ , #( 4+
*. %
0.%*
LD ! 4+ , %+ , 5( #+
#0.
0.%#
30.054
LD ! 4+ , %+ , %( *+
#. 5
0.%5
%"Ø = 0.239
LD ! 4+ , %+ , ( #+
#4. 5
0.%*
35.766 KG/M
LD ! 4+ , %+ , #( +
#. 5
0.%*#
16" = 0.227
16" x 14"
#. %
6 " % . + x #(*+ x #(*+ 51 x 3 0 + " & + + x %(#+ x %(#+ 51 x 5 * ) + + x x #(4+ #(4+ 51 x 6 0 2 + + x x 5(#+ 5(#+ 51 x 8 4 . 0 + + x x %(*+ %(*+ 51 x 9.5 x L #(+ x %(#+ %(#+ 63 63 x 5 M #(+ #(+ x x #(4+ #(4+ 63 x 6 5 5 . #(+ #(+ x 5(#+ 63 x 8 x 5(#+ 1 ( #(+x %(*+ 63x x %(*+ 63x 9.5 M #(+ " %+ %+ x #(4+ x #(4+ 76 x 6 ' "
=1.683
18" x 10"
.
#+ #+ x %(#+ x %(#+ 25 x 5
42" x 24"
36" = 0.767
#+ #+ x #(4+ x #(4+ 25 x 6
= # #(4+ #(4+x x %(#+ %(#+ 32 x 5 O #(4+ x x #(4+ #(4+ 32 x 6 R # #(4+ T # #(+ #(+ x x #(*+ #(*+ 38 x 3 " M I # #(+ #(+ x x %(#+ %(#+ 38x 38x 5 R " # #(+ #(+ x x #(4+ #(4+ 38 x 6 P ² L # #(+ #(+ x 5(#+ 38x x 5(#+ 38x 8 M " 1 #(+xx %(*+ %(*+ 38x 38x 9.5 5 # #(+
#(" #(" = 0.040
, + - 9.4 .49 9 ) 0 ..% % # # %(*+ , #(+- 0. 949 ) 0. 044
DI MENSION
= O ² M 1 5 6 . 0
0.559
5( 5(*+ *+ , # #( #(+ +-- 4. 4.4 4* * ) 0. 0.#0 #0* *
=0.873
ANGULO ESTRUCTURAL LI ! PESO APROX. 'G(M Y PERIMETRO
ML
, 5(*+- 0. %95 ) 0. 0%*
%(#" %(#" , #(+- 0.44 ) 0.0%5
²
, %(4+ %(4+-- 0.4 0.44 4 ) 0.04 0.044 4
=0.683
REDONDO SOLIDO OS ! PERIMETRO
EJEM: SOLERA DE 4" x 1/4" ESP.
SOLERA 'G(ML ) PERIMETRO !
=0 =0.423
30" = 4.02
30" = 3.59
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