TENSION

H= 2.55 mts H= 8.37 ft

D= 5.50 mts D= 18.04 ft
t= 10.00 cms t= 3.94 in
R 2.75 mts R= 9.02 ft
H/Dt 12.00 mts/cms H/Dt= 12.00 ft/in
Wu 2,808.24 Kg/m Wu = 175.31 lb/ft
WuHR 19,692.76 Kg/m Wu*H*R= 13,232.92 lb/ft
WuHR 19.69 Tn/m
T= coef*Wu*H*R lb
RESUMEN

COEFICIENTE
TENSION TENSION
ESF.
CONC.
H/Dt 0.0H 0.1H 0.2H 0.3H 0.4H 0.5H 0.6H 0.7H 0.8H 0.9H 1H
PUNTO TENSION TABLA As cm
A-5
(Lb/ft) (Kg/mts)
fct 0.4 0.474 0.440 0.395 0.352 0.308 0.264 0.215 0.165 0.111 0.057 0.000
0.8 0.423 0.402 0.381 0.358 0.330 0.297 0.249 0.202 0.145 0.076 0.000
0.0H -0.002 (26) (39) (0) (0) (0.15) 1.2 0.350 0.355 0.361 0.362 0.358 0.343 0.309 0.256 0.186 0.096 0.000
0.1H 0.097 1,284 1,911 2 1 7.64 1.6 0.271 0.303 0.341 0.369 0.385 0.385 0.362 0.314 0.233 0.124 0.000
0.2H 0.197 2,607 3,880 4 2 15.52 2.0 0.205 0.260 0.321 0.373 0.411 0.434 0.419 0.369 0.260 0.151 0.000
0.3H 0.302 3,996 5,947 6 3 23.79 0.000
0.4H 0.417 5,518 8,212 8 4 32.85 3.0 0.074 0.179 0.281 0.375 0.449 0.506 0.519 0.479 0.375 0.210 0.000
0.5H 0.541 7,159 10,654 11 5 42.62 4.0 0.017 0.137 0.253 0.367 0.469 0.545 0.579 0.553 0.447 0.256 0.000
0.6H 0.664 8,787 13,076 13 6 52.31 5.0 -0.008 0.114 0.235 0.356 0.469 0.562 0.617 0.606 0.503 0.294 0.000
0.7H 0.750 9,925 14,770 15 7.0 59.08 6.0 -0.011 0.103 0.223 0.343 0.463 0.566 0.639 0.643 0.547 0.327 0.000
0.8H 0.720 9,528 14,179 14 7 56.72 8.0 -0.015 0.096 0.208 0.324 0.443 0.564 0.661 0.697 0.621 0.386 0.000
0.9H 0.477 6,312 9,393 9 5 37.57 0.000
1.0H 0.000 - - - - - 10.0 -0.008 0.095 0.200 0.311 0.428 0.552 0.666 0.730 0.678 0.433 0.000
12.0 -0.002 0.097 0.197 0.302 0.417 0.541 0.664 0.750 0.720 0.477 0.000
Hmax = 1.785 Tmax = 14,770 15 7 14.0 0.000 0.096 0.197 0.299 0.408 0.531 0.659 0.761 0.752 0.513 0.000
16.0 0.002 0.100 0.198 0.299 0.403 0.521 0.650 0.764 0.776 0.536 0.000

As (cm) -2.0 -0.0060 -0.0020 0.0030 0.0090 0.0110 0.0110 0.0020 -0.0200 -0.0420 -0.0440 0.0000
1/4" 0.32 0.0 -0.0020 0.0970 0.1970 0.3020 0.4170 0.5410 0.6640 0.7500 0.7200 0.4770 0.0000
INTERPOLAR
3/8" 0.71
1/2" 1.27 12.00 -0.0020 0.0970 0.1970 0.3020 0.4170 0.5410 0.6640 0.7500 0.7200 0.4770 0.0000
5/8" 1.98
3/4" 2.85
H/Dt= - ft/in

COEFICIENTE H/Dt 0.75H 0.80H 0.85H 0.90H 0.95H

TENSION TENSION
PUNTO TENSION TABLA
A-5
(Lb/ft) (Kg/mts) 20.0 0.8120 0.8170 0.7560 0.6030 0.3440
24.0 0.8160 0.8390 0.7930 0.6470 0.3770
0.75H 0.822 10,877 16,187 32.0 0.8140 0.8610 0.8470 0.7210 0.4360
0.80H 0.773 10,229 15,222 40.0 0.8020 0.8660 0.8800 0.7780 0.4830
0.85H 0.631 8,350 12,426 48.0 0.7910 0.8640 0.9000 0.8200 0.5270
0.90H 0.425 5,624 8,369 56.0 0.7810 0.8590 0.9110 0.8520 0.5630
0.95H 0.200 2,647 3,939

-8.0 0.0020 -0.0220 -0.0540 -0.0740 -0.0590

-32.0 0.8140 0.8610 0.8470 0.7210 0.4360

0 0.8220 0.7730 0.6310 0.4250 0.2000

 (0.12) -0.04
5.73 1.91
11.64 3.88
17.84 5.95
24.64 8.21
31.96 10.65
39.23 13.08
44.31 14.77
42.54 14.18
28.18 9.39
- TENSION
ALT. COEF lb/ft Kg/m As cm
1.44 0.417 5518 8,212 8
1.62 0.479 6,339 9,433 9
1.80 0.541 7159 10,654 11
0.36 0.097 1,284 1,911 2
0.54 0.15 1,946 2,895 3
0.72 0.197 2,607 3,880 4
1.08 0.750 9925 14,770 15

- CORTANTE
ALT. COEF lb/ft Kg/m As cm
0.54 0.15 2,996 4,459 4 0.16
1.08 0.760 15,489 23,050 23 0.03
1.44 0.412 8397 12,496 12 0.06
1.62 0.474 9,661 14,376 14 0.05
 MOMENTO
H= 2.55 mts H= 8.37
D= 5.50 mts D= 18.04
t= 10.00 cms t= 3.94
R 2.75 mts R= 9.02
H/Dt 12.00 mts/cms H/Dt= 12.00
Wu 2,212.15 Kg/m Wu = 138.10
WuH^3 36,680.48 Kg-m/m WuH^3= 80,866.63
WuH^3 36.68 Tn-m/m
pH 2,550.00 Ph = 4369.48
Mom. = coef.*(Wu*H +pH) lb-ft
RESUMEN

COEFICIENTE
MOMENTO MOMENTO (Kg- As H/Dt 0.1H
PUNTO Mom
TABLA A-7
(Lb-ft) cms) cm 0.4 0.0020
0.8 0.0019
0.1H - - - #DIV/0! - 1.2 0.0016
0.2H - - - #DIV/0! - 1.6 0.0012
0.3H (0.0001) (9) (124) #DIV/0! (0.4977) 2.0 0.0009
0.4H (0.0002) (17) (235) #DIV/0! (0.9401)
0.5H - - - #DIV/0! - 3.0 0.0004
0.6H 0.0005 43 594 #DIV/0! 2.3780 4.0 0.0001
0.7H 0.0017 145 2,005 #DIV/0! 8.0188 5.0 0.0000
0.8H 0.0032 273 3,774 #DIV/0! 15.0974 6.0 0.0000
0.9H 0.0039 332 4,590 #DIV/0! 18.3603 8.0 0.0000
1.0H - - - #DIV/0! -
10.0 0.0000
12.0 0.0000
14.0 0.0000
16.0 0.0000

-2.0 0.0000
0.0 0.0000
INTERPOLAR
12.00 0.0000

H/Dt=
COEFICIENTE
MOMENTO MOMENTO (Kg-
PUNTO Mom
(Lb-ft) mts)
TABLA A-7
H/Dt 0.75H
0.75H #N/A #N/A #N/A 20.0 0.0008
0.80H #N/A #N/A #N/A 24.0 0.0005
0.85H #N/A #N/A #N/A 32.0 0.0000
0.90H #N/A #N/A #N/A 40.0 0.0000
0.95H #N/A #N/A #N/A 48.0 0.0000
56.0 0.0000

-8.0 0.001
-32.0 0.000

0 0.002
ENTO
ft
ft
in
ft
ft/in
lb/ft
lb-ft/ft

0.2H 0.3H 0.4H 0.5H 0.6H 0.7H 0.8H 0.9H 1.0H

0.0072 0.0151 0.0230 0.0301 0.0348 0.0357 0.0312 0.0197 0.0000
0.0064 0.0133 0.0207 0.0271 0.0319 0.0329 0.0292 0.0187 0.0000
0.0058 0.0111 0.0177 0.0237 0.0280 0.0296 0.0263 0.0121 0.0000
0.0044 0.0091 0.0145 0.0195 0.0236 0.0255 0.0232 0.0155 0.0000
0.0033 0.0073 0.0114 0.0158 0.0199 0.0219 0.0205 0.0145 0.0000

0.0018 0.0040 0.0063 0.0092 0.0127 0.0152 0.0153 0.0111 0.0000

0.0007 0.0016 0.0033 0.0057 0.0083 0.0109 0.0118 0.0092 0.0000
0.0001 0.0006 0.0016 0.0034 0.0067 0.0080 0.0094 0.0078 0.0000
0.0000 0.0002 0.0008 0.0019 0.0039 0.0062 0.0078 0.0068 0.0000
0.0000 -0.0002 0.0000 0.0007 0.0020 0.0038 0.0057 0.0054 0.0000

0.0000 -0.0002 -0.0001 0.0002 0.0011 0.0025 0.0043 0.0045 0.0000

0.0000 -0.0001 -0.0002 0.0000 0.0005 0.0017 0.0032 0.0039 0.0000
0.0000 -0.0001 -0.0001 -0.0001 0.0000 0.0012 0.0026 0.0033 0.0000
0.0000 0.0000 -0.0001 0.0002 -0.0004 0.0008 0.0022 0.0029 0.0000

0.0000 -0.0001 0.0001 0.0002 0.0006 0.0008 0.0011 0.0006 0.0000

0.0000 -0.0001 -0.0002 0.0000 0.0005 0.0017 0.0032 0.0039 0.0000

0.0000 0.0000 0.0000 0.0000 0.0010 0.0020 0.0030 0.0040 0.0000

ft/in

0.80H 0.85H 0.90H 0.95H

0.0014 0.0020 0.0024 0.0020
0.0010 0.0015 0.0020 0.0017
0.0005 0.0009 0.0014 0.0013
0.0003 0.0006 0.0011 0.0011
0.0001 0.0004 0.0008 0.0010
0.0000 0.0003 0.0007 0.0008

0.001 0.001 0.001 0.000

0.001 0.001 0.001 0.001

0.003 0.003 0.004 0.003

 CORTANTE
H= 2.55 mts H= 8.37
D= 5.50 mts D= 18.04
t= 10.00 cms t= 3.94
R 2.75 mts R= 9.02
H/Dt 12.00 mts/cms H/Dt= 12.00
Wu 2,212.15 Kg/m Wu = 138.10
WuH^2 14,384.50 Kg-m/m WuH^2= 80,866.63
WuH^3 14.38 Tn-m/m
pH 2,550.00 pH 522.28

V= coef. * Wu*H^2. lb ( triangular)

V= coef. * pH lb ( rectangular

V= coef. * M/H lb ( momento en base)

RESUMEN

Triangular
carga base
COEFICIENTE
fija
PUNTO Mom
TABLA A-12
CORTANTE
Lb
CORTANTE Kg As cm H/Dt
0.4 0.4360
0.8 0.3740

Triangular
carga base fija
0.1450 11,726 1,621 2 1.2 0.3390

Rectang.
carga base fija
0.1580 83 11 0 1.6 0.3170
Triangulo o
rectangular
carga base de
la bisagra 0.0790 933 129 0 2.0 0.2990

Momento en el
borde
(6.3000) (14) (2) (0)
3.0 0.2620
4.0 0.2360
5.0 0.2130
6.0 0.1970
8.0 0.1740
10.0 0.1580
12.0 0.1450
14.0 0.1350
16.0 0.1270

20.0 0.1140
24.0 0.1020
32.0 0.0890
40.0 0.0800
48.0 0.0720
56.0 0.0670

-2.0 0.013
0.0 0.145

12 0.145
 ft
ft
in
ft
ft/in
lb/ft
lb-ft/ft

Triangulo o
Rectang.
rectangular Momento en
carga base
carga base de el borde
fija
la bisagra

0.7550 0.2450 -1.5800

0.5620 0.2340 -1.7500

0.4600 0.2200 -2.0000

0.4070 0.2040 -2.2800

0.3700 0.1890 -2.5700

0.3100 0.1580 -3.1800

0.2710 0.1370 -3.6800
0.2430 0.1210 -4.1000
0.2220 0.1100 -4.4900
0.1930 0.0960 -5.1800
0.1720 0.0870 -5.8100
0.1580 0.0790 -6.3000
0.1470 0.0730 -6.8800
0.1370 0.0680 -7.3600

0.1220 0.0620 -8.2000

0.1110 0.0550 -8.9400
0.0960 0.0480 -10.3600
0.0860 0.0430 -10.6200
0.0790 0.0390 -12.7600
0.0740 0.0360 -13.7600

0.014 0.008 0.490

0.158 0.079 -6.300

0.158 0.079 -6.300

 0

0.2

0.4

0.6

0.8

9466.2