COLUMNA A

45
1.6864 -0.0007 0 1.6297 -0.0007 0 1.5842 1.683 0.0016 0 1.6161 0.0067 0 1.5232 1.6721 0.0055 0 1.4629 0.0739 0 1.4397 1.6594 0.006 0 1.404 0.096 0 1.3836 1.6416 0.0156 0 1.3617 0.1129 0 1.3406 1.4832 0.0825 0 1.3069 0.1345 0 1.2811 1.4277 0.1058 0 1.2687 0.1499 0 1.2517 1.385 0.1227 0 1.2406 0.1586 0 1.2098 1.3297 0.1446 0 1.1917 0.1735 0 1.1644 1.2928 0.1579 0 1.1362 0.1907 0 1.1152 1.2464 0.1717 0 1.0824 0.2053 0 1.0535 1.2011 0.1855 0 1.0184 0.222 0 0.9968 1.1509 0.2009 0 0.9363 0.2422 0 0.9137 1.0821 0.2189 0 0.8614 0.2584 0 0.8464 1.0305 0.2324 0 0.7772 0.2769 0 0.7501 0.9453 0.2532 0 0.6945 0.2952 0 0.6749 0.8728 0.2697 0 0.6107 0.3131 0 0.5955 0.7798 0.2905 0 0.5467 0.3245 0 0.5292 0.7066 0.3064 0 0.498 0.3316 0 0.4868 0.6219 0.3244 0 0.4096 0.339 0 0.4182 0.5551 0.3369 0 0.3652 0.3414 0 0.3618 0.5043 0.3439 0 0.3141 0.3429 0 0.3129 0.4157 0.3525 0 0.2771 0.3429 0 0.2801 0.3687 0.3551 0 0.2174 0.3411 0 0.2205 0.3153 0.3567 0 0.1753 0.3392 0 0.1792 0.2758 0.3567 0 0.1351 0.3372 0 0.1408 0.2142 0.3548 0 0.1075 0.3347 0 0.1142 0.1714 0.3528 0 0.0717 0.332 0 0.0796 0.1295 0.3508 0 0.0556 0.3305 0 0.0536 0.1008 0.3481 0 0.0337 0.3283 0 0.031 0.0649 0.3454 0 0.0479 0.3438 0 0.0254 0.3416 0 0 0.3388 0

description

Hormigón II

Transcript of COLUMNA A

Page 1: COLUMNA A

1.6864 -0.0007 0 1.6297 -0.0007 0 1.58421.683 0.0016 0 1.6161 0.0067 0 1.5232

1.6721 0.0055 0 1.4629 0.0739 0 1.43971.6594 0.006 0 1.404 0.096 0 1.38361.6416 0.0156 0 1.3617 0.1129 0 1.34061.4832 0.0825 0 1.3069 0.1345 0 1.28111.4277 0.1058 0 1.2687 0.1499 0 1.25171.385 0.1227 0 1.2406 0.1586 0 1.2098

1.3297 0.1446 0 1.1917 0.1735 0 1.16441.2928 0.1579 0 1.1362 0.1907 0 1.11521.2464 0.1717 0 1.0824 0.2053 0 1.05351.2011 0.1855 0 1.0184 0.222 0 0.99681.1509 0.2009 0 0.9363 0.2422 0 0.91371.0821 0.2189 0 0.8614 0.2584 0 0.84641.0305 0.2324 0 0.7772 0.2769 0 0.75010.9453 0.2532 0 0.6945 0.2952 0 0.67490.8728 0.2697 0 0.6107 0.3131 0 0.59550.7798 0.2905 0 0.5467 0.3245 0 0.52920.7066 0.3064 0 0.498 0.3316 0 0.48680.6219 0.3244 0 0.4096 0.339 0 0.41820.5551 0.3369 0 0.3652 0.3414 0 0.36180.5043 0.3439 0 0.3141 0.3429 0 0.31290.4157 0.3525 0 0.2771 0.3429 0 0.28010.3687 0.3551 0 0.2174 0.3411 0 0.22050.3153 0.3567 0 0.1753 0.3392 0 0.17920.2758 0.3567 0 0.1351 0.3372 0 0.14080.2142 0.3548 0 0.1075 0.3347 0 0.11420.1714 0.3528 0 0.0717 0.332 0 0.07960.1295 0.3508 0 0.0556 0.3305 0 0.05360.1008 0.3481 0 0.0337 0.3283 0 0.0310.0649 0.3454 00.0479 0.3438 00.0254 0.3416 0

0 0.3388 0

Page 2: COLUMNA A

-0.0007 0 1.5414 -0.0007 0 1.5013 -0.00070.0295 0 1.4875 0.0264 0 1.4626 0.01960.0646 0 1.4202 0.0549 0 1.3928 0.04780.0873 0 1.3604 0.0776 0 1.3428 0.06890.1042 0 1.3228 0.0947 0 1.2937 0.08660.1274 0 1.2584 0.1174 0 1.2462 0.1060.1383 0 1.2352 0.1287 0 1.2136 0.11920.1529 0 1.2028 0.1413 0 1.1771 0.13280.1669 0 1.1496 0.1572 0 1.133 0.14640.1814 0 1.0956 0.1725 0 1.0782 0.1630.1988 0 1.0407 0.1882 0 1.0242 0.17860.2134 0 0.9776 0.2045 0 0.9634 0.19460.2333 0 0.896 0.2239 0 0.8868 0.2120.249 0 0.8312 0.2392 0 0.8204 0.228

0.2695 0 0.7369 0.2604 0 0.723 0.24870.2854 0 0.6588 0.2753 0 0.6455 0.26480.3022 0 0.5798 0.2921 0 0.5666 0.28040.3138 0 0.5172 0.3011 0 0.5017 0.29070.3198 0 0.4779 0.3066 0 0.4568 0.29580.3256 0 0.4133 0.3121 0 0.4083 0.29860.3278 0 0.3591 0.3142 0 0.3563 0.30060.3292 0 0.3133 0.3155 0 0.3137 0.30180.3279 0 0.282 0.3143 0 0.2839 0.30070.3275 0 0.2227 0.3138 0 0.225 0.30020.3255 0 0.1846 0.312 0 0.19 0.29860.3221 0 0.1457 0.3086 0 0.1506 0.29510.3212 0 0.1207 0.3078 0 0.1265 0.29240.3168 0 0.0878 0.3036 0 0.096 0.29030.3147 0 0.0616 0.3015 0 0.0767 0.2870.312 0 0.041 0.2989 0 0.0517 0.2839

0.0019 0.2778

Page 3: COLUMNA A

1.4566 -0.00070 1.415 0.0206 0 1.4128 -0.0007 00 1.371 0.0384 0 1.3577 0.0261 00 1.3187 0.0597 0 1.2962 0.0505 00 1.2771 0.0764 0 1.2479 0.0687 00 1.2213 0.0985 0 1.2005 0.0884 00 1.1922 0.1094 0 1.1656 0.1013 00 1.1554 0.1236 0 1.1291 0.1159 00 1.1172 0.1362 0 1.0974 0.1265 00 1.0665 0.1518 0 1.0467 0.1432 00 1.0066 0.1685 0 0.9883 0.1609 00 0.946 0.1848 0 0.9351 0.1738 00 0.8719 0.2025 0 0.8604 0.1925 00 0.8071 0.2178 0 0.7862 0.2086 00 0.7072 0.2392 0 0.6989 0.228 00 0.6314 0.2539 0 0.6206 0.244 00 0.5516 0.2692 0 0.5408 0.2576 00 0.49 0.2792 0 0.4842 0.2663 00 0.4526 0.2826 0 0.4526 0.2693 00 0.4034 0.2851 0 0.3984 0.2733 00 0.3536 0.287 0 0.3509 0.2734 00 0.3141 0.2881 0 0.3145 0.2745 00 0.2858 0.287 0 0.2877 0.2734 00 0.2337 0.286 0 0.2395 0.2717 00 0.2055 0.2839 0 0.2005 0.2693 00 0.1747 0.2822 0 0.1606 0.2663 00 0.1381 0.2781 0 0.1381 0.2649 00 0.1157 0.2764 0 0.1107 0.2608 00 0.0816 0.2724 0 0.0875 0.2581 00 0.0468 0.2683 0 0.0625 0.2554 000

Page 4: COLUMNA A

1.3235 -0.0007 0 1.28191.3716 -0.0007 0 1.3201 0.0009 0 1.11111.3375 0.0163 0 1.2495 0.0328 0 0.95721.2777 0.04 0 1.2045 0.0516 0 0.83951.2368 0.0565 0 1.1497 0.0717 0 0.74341.1778 0.0792 0 1.1181 0.0846 0 0.64381.1504 0.0897 0 1.0822 0.0976 0 0.56261.1129 0.1031 0 1.0456 0.1122 0 0.47291.0805 0.1167 0 1.004 0.1249 0 0.37441.0307 0.1326 0 0.9533 0.1415 0 0.26580.9856 0.1473 0 0.8999 0.1555 0 0.16730.9208 0.1647 0 0.8293 0.1725 0 0.06480.8492 0.1814 0 0.7662 0.1878 0 00.7744 0.1994 0 0.6637 0.2083 0 1.23910.6944 0.2158 0 0.5881 0.2222 0 1.07470.6044 0.2332 0 0.5158 0.2358 0 0.9560.5371 0.2451 0 0.4565 0.2431 0 0.82790.4889 0.2526 0 0.4316 0.2448 0 0.73040.4424 0.2566 0 0.3885 0.2446 0 0.6440.395 0.2604 0 0.3454 0.2462 0 0.55

0.3481 0.2598 0 0.3153 0.2471 0 0.4550.3149 0.2608 0 0.2915 0.2462 0 0.37130.2896 0.2598 0 0.2428 0.2444 0 0.27110.2445 0.258 0 0.2112 0.2424 0 0.18210.2046 0.2556 0 0.1822 0.2407 0 0.07750.1672 0.2526 0 0.1546 0.2376 0 0.00280.143 0.2515 0 0.1373 0.2363 0 0

0.1206 0.2481 0 0.1098 0.2325 00.094 0.245 0 0.0682 0.2264 0

0.0557 0.2393 0 0 0.2147 0

Page 5: COLUMNA A

0.0006 0 1.1995 -0.0012 0 1.1514 0.00050.0699 0 1.0308 0.0651 0 1.0102 0.05570.1251 0 0.9154 0.1063 0 0.8896 0.09840.1566 0 0.8105 0.137 0 0.7901 0.12860.1793 0 0.7123 0.1597 0 0.6929 0.15090.1999 0 0.6213 0.1785 0 0.6008 0.16940.2143 0 0.5413 0.1929 0 0.5315 0.18070.2279 0 0.4501 0.2043 0 0.4768 0.1890.234 0 0.3749 0.2094 0 0.3753 0.1957

0.2328 0 0.2763 0.2058 0 0.2816 0.19230.2248 0 0.1827 0.1969 0 0.1939 0.18380.2104 0 0.0892 0.1833 0 0.1117 0.17240.2007 0 0.0038 0.1668 0 0.0315 0.15580.0001 0 0 0.1653 0 0 0.14470.066 0

0.1103 00.1461 00.1698 00.1859 00.2038 00.2169 00.2209 00.2193 00.2117 00.1978 00.1829 00.1819 0

Page 6: COLUMNA A

0 1.1066 0.0005 0 1.062 -0.0001 00 0.987 0.0463 0 0.9599 0.0399 00 0.8832 0.0853 0 0.8503 0.0802 00 0.7794 0.1164 0 0.7525 0.1102 00 0.6876 0.1391 0 0.6689 0.1312 00 0.5946 0.1575 0 0.5806 0.1482 00 0.5295 0.168 0 0.5136 0.1581 00 0.4405 0.1804 0 0.435 0.1668 00 0.3757 0.1821 0 0.3762 0.1684 00 0.2868 0.1788 0 0.2921 0.1653 00 0.2035 0.1709 0 0.2139 0.1579 00 0.1329 0.1593 0 0.1349 0.1441 00 0.0549 0.1436 0 0.0622 0.1284 00 0 0.1259 0 0.002 0.1092 0

0 0.1079 0

Page 7: COLUMNA A

1.026 -0.0007 0 0.9742 -0.0005 0 0.93210.8747 0.0537 0 0.8478 0.046 0 0.82550.8108 0.0778 0 0.7743 0.0725 0 0.7560.7293 0.103 0 0.7124 0.0933 0 0.69350.6548 0.1209 0 0.6407 0.1106 0 0.62660.5746 0.1353 0 0.5586 0.1265 0 0.54760.517 0.1443 0 0.4992 0.1352 0 0.49190.433 0.1537 0 0.4263 0.1417 0 0.4241

0.3898 0.1553 0 0.378 0.1419 0 0.38940.3027 0.1522 0 0.3066 0.1389 0 0.3130.2301 0.145 0 0.2346 0.1307 0 0.24360.173 0.1353 0 0.1718 0.1199 0 0.1876

0.0923 0.1189 0 0.1048 0.104 0 0.12840.0347 0.0997 0 0.0327 0.0802 0 0.05810.0034 0.0879 0 0.0014 0.0684 0 0.0042

0 0.0861 0 0 0.0676 0 0

Page 8: COLUMNA A

-0.0007 0 0.8792 0.0006 0 0.8374 -0.00050.0371 0 0.8037 0.0279 0 0.8088 0.01050.0634 0 0.7326 0.0545 0 0.7316 0.03820.0822 0 0.6752 0.0731 0 0.669 0.06060.1004 0 0.6084 0.0915 0 0.617 0.07590.1156 0 0.5312 0.1057 0 0.565 0.08790.1238 0 0.4852 0.1114 0 0.5216 0.09540.1284 0 0.4311 0.115 0 0.4791 0.10030.1288 0 0.3955 0.1164 0 0.4288 0.10320.1252 0 0.3192 0.1122 0 0.3634 0.10180.1171 0 0.2533 0.1045 0 0.3218 0.09860.1071 0 0.2063 0.0941 0 0.2671 0.09040.0918 0 0.1497 0.0794 0 0.2185 0.08160.0693 0 0.0825 0.0579 0 0.1665 0.0670.0477 0 0.031 0.0373 0 0.1073 0.04670.0457 0 0 0.0229 0 0.0579 0.0269

0 0

Page 9: COLUMNA A

0 1.728 -0.0011 00 1.7109 0.0105 00 1.6852 0.0212 00 1.6674 0.0286 00 1.6554 0.027 00 1.5047 0.0917 00 1.4683 0.1073 00 1.4223 0.1259 00 1.3498 0.1543 00 1.326 0.1632 00 1.2767 0.1777 00 1.2206 0.1948 00 1.1702 0.2099 00 1.0966 0.2295 00 1.0425 0.2436 00 0.9572 0.2642 00 0.8841 0.2805 0

0.7652 0.3068 00.7188 0.3174 00.6356 0.335 00.576 0.3472 0

0.5434 0.3523 00.511 0.3571 0

0.4627 0.3622 00.4163 0.3658 00.3705 0.3681 00.3155 0.3696 00.2753 0.3694 00.2121 0.3692 00.1674 0.3671 00.1236 0.3649 00.0938 0.3622 00.0578 0.3595 00.0398 0.3578 00.0167 0.3555 0

0 0.3537 0

Page 10: COLUMNA A

0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.80

0.05

0.1

0.15

0.2

0.25

0.3

0.35 w=0.95

w=0.90

w=0.85

w=0.80

w=0.75

w=0.70

w=0.65

w=0.60

w=0.55

w=0.50

w=0.45

w=0.40

w=0.35

w=0.30

w=0.25

w=0.2

w=0.15

w=0.10

w=0.05

w=0

w=1

xz

yzV

U

Page 11: COLUMNA A

0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.80

0.05

0.1

0.15

0.2

0.25

0.3

0.35w=0.95

w=0.90

w=0.85

w=0.80

w=0.75

w=0.70

w=0.65

w=0.60

w=0.55

w=0.50

w=0.45

w=0.40

w=0.35

w=0.30

w=0.25

w=0.2

w=0.15

w=0.10

w=0.05

w=0

w=1

Page 12: COLUMNA A

0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.80

0.05

0.1

0.15

0.2

0.25

0.3

0.35w=0.95

w=0.90

w=0.85

w=0.80

w=0.75

w=0.70

w=0.65

w=0.60

w=0.55

w=0.50

w=0.45

w=0.40

w=0.35

w=0.30

w=0.25

w=0.2

w=0.15

w=0.10

w=0.05

w=0

w=1

Page 13: COLUMNA A

CALCULO DE ARMADURA DE COLUMNA A-6 NIVEL I PARA EL N - MymaxCOLUMNA Nº 79

yfck = 225 Kg/cm² γc = 1.7 fcd = 119.12 Kg/cm²fyk = 4600 Kg/cm² γf = 1.8 fyd = 3833 Kg/cm²

2.3781 Es = 2100 Ton/cm² γs = 1.240 3.2557

x N= 58.58 T ex = 5.5578 cm.Mx= 2.3781 T-m ey= 4.0595 cm.My= 3.2557 T-m

1.3691 < 0.25 FLEXION SIMPLE

40 Los momentos Mx y My se

utilizara en funcion al eje de rotacion

ANALISIS EN EL PLANO XZ

0.3951 40 40 I= 213333.33333 1.58024.00

6.00

0.1667 30 60 I= 135000 1Ø= 3.8291

6.50 0.2431 40 40 I= 213333.33333 1.5802

Ø= 0.5

a = 1.5352 > 1 TRANSLACIONALi = 11.547 cm.

λm= 82.431 > 35 EXITE EFECTO DE PANDEO

I. CALCULO DE LA EXCENTRICIDADetx = ec + ea TOMAR EN CUENTA EFECTO DE PANDEO

a) Excentricidad minima en columnas

2.00 cm.25.4826 → emin = 2.00 cm.

4.0595 ec ea emin = 2.00 cm.40 b) Excentricidad calculado inicial

ec > emin → ec = 5.5578 cm.

c) Excentricidad adicional por pandeo40

19.925 cmd) Excentricidad total

Ng= 44.242 0.7552 > 0.7 → ε = 0.004etx = ec + ea etx = 25.483 cm. N = 58.58ey > emin ey = 4.0595 cm. 0.0022

ex /bey /h

=

=

=

=IL=

IL=

IL=

ea=(1+0 .12∗β ) (ε y+ε )h+20∗ech+10∗ec

∗(α ln )2

50∗i

ε y=fydEs

=

emin=h

20=

=φ=∑( IL )C∑ ( IL )V

NgN

=

λ=α(H−

h1

2 )i

Page 14: COLUMNA A

Para aceros en las 4 caras tenemos que: β = 1.5CALCULO DE LA CUANTIA

0.5533 0.352 0.0561

v β Interpolando la v = 0.5533 → β = 0.74670.5 0.8

0.5533 0.7467 1.2427 0.22540.6 0.7

RESUMEN: μ = 0.2254 v = 0.5533 → ω = 0.500

II. CALCULO DE LA EXCENTRICIDAD

ety = ec + ea TOMAR EN CUENTA EFECTO DE PANDEO

a) Excentricidad minima en columnasea

21.887 2.00 cm.ec → emin = 2.00 cm.

40 emin = 2.00 cm.

5.5578 b) Excentricidad calculado inicial

40 ec > emin → ec = 4.0595 cm.

c) Excentricidad adicional por pandeo

17.827 cm

Ng= 44.242 0.7552 > 0.7 → ε = 0.004N = 58.58

0.0018

Para aceros en las 4 caras tenemos que: β = 1.5

d) Excentricidad total

ety = ec + ea ety = 21.887 cm.ex > emin ex = 5.5578 cm.

CALCULO DE LA CUANTIA

0.5533 0.077 0.3027

v β Interpolando la v = 0.5533 → β = 0.74670.5 0.8

0.5533 0.7467 1.2427 0.19440.6 0.7

v=Nd

b∗h∗fcd= μx=

Nd∗exh∗b2∗fcd

= μ y=Nd∗eyh2∗b∗fcd

=

α=log2log(1+ β )

= μ=α√μxα+μ yα=

ea=(1+0 .12∗β ) (ε y+ε )h+20∗ech+10∗ec

∗(α ln )2

50∗i

ε y=fydEs

=

emin=h

20=

v=Nd

b∗h∗fcd= μx=

Nd∗exh∗b2∗fcd

= μ y=Nd∗eyh2∗b∗fcd

=

α=log2log(1+ β )

= μ=α√μxα+μ yα=

NgN

=

v=Nd

b∗h∗fcd=

v=Nd

b∗h∗fcd=

Page 15: COLUMNA A

RESUMEN: μ = 0.1944 v = 0.5533 → ω = 0.390

CALCULO DE ARMADURA DE COLUMNA A-6 NIVEL I PARA EL N - MymaxCOLUMNA Nº 79

yfck = 225 Kg/cm² γc = 1.7 fcd = 119.12 Kg/cm²fyk = 4600 Kg/cm² γf = 1.8

2.3781 Es = 2100 Ton/cm² γs = 1.2 fyd = 3833 Kg/cm²40 3.2557

x N= 58.58 T ex = 5.5578 cm.Mx= 2.3781 T-m ey= 4.0595 cm.My= 3.2557 T-m

1.3691 < 0.25 FLEXION SIMPLE

40 Los momentos Mx y My se

utilizara en funcion al eje de rotacion

ANALISIS EN EL PLANO YZ

0.3951 40 40 I= 213333.33333 1.58024.00

7.00

0.1429 30 60 I= 135000 1Ø= 4.4672

6.50 0.2431 40 40 I= 213333.33333 1.5802

Ø= 0.5

a = 1.5754 > 1 TRANSLACIONALi = 11.547 cm.

λm= 84.59 > 35 EXITE EFECTO DE PANDEO

I. CALCULO DE LA EXCENTRICIDADetx = ec + ea TOMAR EN CUENTA EFECTO DE PANDEO

a) Excentricidad minima en columnas

2.00 cm.26.5399 → emin = 2.00 cm.

4.0595 ec ea emin = 2.00 cm.40 b) Excentricidad calculado inicial

ec > emin → ec = 5.5578 cm.

c) Excentricidad adicional por pandeo40

20.982 cm

d) Excentricidad total Ng= 44.242 0.7552 > 0.7 → ε = 0.004N = 58.58

ex /bey /h

=

=

=

=IL=

IL=

IL=

=

ea=(1+0 .12∗β ) (ε y+ε )h+20∗ech+10∗ec

∗(α ln )2

50∗i

ε y=fydEs

=

emin=h

20=

NgN

=

λ=α(H−

h1

2 )i

Page 16: COLUMNA A

etx = ec + ea etx = 26.540 cm. 0.0022ey > emin ey = 4.0595 cm.

Para aceros en las 4 caras tenemos que: β = 1.5CALCULO DE LA CUANTIA

0.5533 0.3671 0.0561

v β Interpolando la v = 0.5533 → β = 0.74670.5 0.8

0.5533 0.7467 1.2427 0.23870.6 0.7

RESUMEN: μ = 0.2387 v = 0.5533 → ω = 0.560

II. CALCULO DE LA EXCENTRICIDAD

ety = ec + ea TOMAR EN CUENTA EFECTO DE PANDEO

ea a) Excentricidad minima en columnas24.009

ec 2 cm. → emin = 2 cm.40

5.5578 b) Excentricidad calculado inicialec > emin → ec = 4.0595 cm.

40

c) Excentricidad adicional por pandeo

19.950 cm

Ng= 44.242 0.7552 > 0.7 ® ε = 0.004N = 58.58

0.0022

Para aceros en las 4 caras tenemos que: β = 1.5

d) Excentricidad total

ety = ec + ea ety = 24.009 cm.ex > emin ex = 5.5578 cm.

CALCULO DE LA CUANTIA

0.5533 0.0769 0.3321

v β Interpolando la v = 0.5533 → β = 0.74670.5 0.8

0.5533 0.7467 1.2427 0.21970.6 0.7

ea=(1+0 .12∗β ) (ε y+ε )h+20∗ech+10∗ec

∗(α ln )2

50∗i

ε y=fydEs

=

emin=h

20=

v=Nd

b∗h∗fcd= μx=

Nd∗exh∗b2∗fcd

= μ y=Nd∗eyh2∗b∗fcd

=

α=log2log(1+ β )

= μ=α√μxα+μ yα=

ε y=fydEs

=

v=Nd

b∗h∗fcd= μx=

Nd∗exh∗b2∗fcd

= μ y=Nd∗eyh2∗b∗fcd

=

α=log2log(1+ β )

= μ=α√μxα+μ yα=

NgN

=

v=Nd

b∗h∗fcd=

v=Nd

b∗h∗fcd=

Page 17: COLUMNA A

RESUMEN: μ = 0.2197 v = 0.5533 → ω = 0.480

CALCULO DE ACERO DE LA COLUMNA

fck = 225 Kg/cm² γc = 1.7 fcd = 119.12 Kg/cm²fyk = 4600 Kg/cm² γs = 1.2 fyd = 3833 Kg/cm²

ρ min = 0.0054 (TABLA SEGÚN GIMENEZ MONTOYA)

N - Mymax Mxmaxμ v ω μ v ω

PLANO xzetx 0.225 0.553 0.500 0.222 0.553 0.495ety 0.194 0.553 0.390 0.196 0.553 0.400

PLANO yzetx 0.239 0.553 0.560 0.235 0.553 0.537ety 0.220 0.553 0.480 0.221 0.553 0.487

Para el diseño se utiliza el valor:

ω = 0.560> 0.20 No se ajusta< 0.60 No se ajusta

27.842 cm² 8 Ø 16 16.085 cm²4 Ø 20 12.566 cm²

CALCULO DEL ACERO MINIMO

8.64 cm² 4 Ø 16 8.0425 cm²

CALCULO DEL ESTRIBO DE LA COLUMNA

6 mmSe asume el mayor: 6 mm

5 mm

CALCULO DE LA SEPARACION DEL ESTRIBO.

S = 24 cm.

S = 40 cm.Se asume el menor: S = 24 cm.

S = 30 cm.

2 Ø 20

Ø 6 c / 24 8 Ø 16

402 Ø 24

Æe =Æe =

Æe =

As=ωb .h . fcdfyd

=

φe≥6mm

φe≥14φmax

S≤15φminS≤b ⇒

S≤30cm

Amin= ρmin .b .h=

Page 18: COLUMNA A

40

Page 19: COLUMNA A

CALCULO DE ARMADURA DE COLUMNA A-6 NIVEL I PARA MxmaxCOLUMNA Nº 79

yfck = 225 Kg/cm² γc = 1.7 fcd = 119.12 Kg/cm²fyk = 4600 Kg/cm² γf = 1.8 fyd = 3833 Kg/cm²

2.4712 Es = 2100 Ton/cm² γs = 1.240 3.1178

x N= 58.521 T ex = 5.3277 cm.Mx= 2.4712 T-m ey= 4.2228 cm.My= 3.1178 T-m

1.2616 < 0.25 FLEXION SIMPLE

40 Los momentos Mx y My se

utilizara en funcion al eje de rotacion

ANALISIS EN EL PLANO XZ

0.3951 40 40 I= 213333.33333 1.58024.00

6.00

0.1667 30 60 I= 135000 1Ø= 3.8291

6.50 0.2431 40 40 I= 213333.33333 1.5802

Ø= 0.5

a = 1.5352 > 1 TRANSLACIONALi = 11.547 cm.

λm= 82.431 > 35 EXITE EFECTO DE PANDEO

I. CALCULO DE LA EXCENTRICIDADetx = ec + ea TOMAR EN CUENTA EFECTO DE PANDEO

a) Excentricidad minima en columnas

2.00 cm.25.1225 → emin = 2.00 cm.

4.22282 ec ea emin = 2.00 cm.40 b) Excentricidad calculado inicial

ec > emin → ec = 5.3277 cm.

c) Excentricidad adicional por pandeo40

19.795 cmd) Excentricidad total

Ng= 44.242 0.756 > 0.7 → ε = 0.004etx = ec + ea etx = 25.122 cm. N = 58.521ey > emin ey = 4.2228 cm. 0.0022

ex /bey /h

=

=

=

=IL=

IL=

IL=

ea=(1+0 .12∗β ) (ε y+ε )h+20∗ech+10∗ec

∗(α ln )2

50∗i

ε y=fydEs

=

emin=h

20=

=φ=∑( IL )C∑ ( IL )V

NgN

=

λ=α(H−

h1

2 )i

Page 20: COLUMNA A

Para aceros en las 4 caras tenemos que: β = 1.5CALCULO DE LA CUANTIA

0.5527 0.3471 0.0583

v β Interpolando la v = 0.5527 → β = 0.74730.5 0.8

0.5527 0.7473 1.242 0.22230.6 0.7

RESUMEN: μ = 0.2223 v = 0.5527 → ω = 0.495

II. CALCULO DE LA EXCENTRICIDAD

ety = ec + ea TOMAR EN CUENTA EFECTO DE PANDEO

a) Excentricidad minima en columnasea

22.167 2.00 cm.ec → emin = 2.00 cm.

40 emin = 2.00 cm.

5.3277 b) Excentricidad calculado inicial

40 ec > emin → ec = 4.2228 cm.

c) Excentricidad adicional por pandeo

17.944 cm

Ng= 44.242 0.756 > 0.7 → ε = 0.004N = 58.521

0.0018

Para aceros en las 4 caras tenemos que: β = 1.5

d) Excentricidad total

ety = ec + ea ety = 22.167 cm.ex > emin ex = 5.3277 cm.

CALCULO DE LA CUANTIA

0.5527 0.074 0.3063

v β Interpolando la v = 0.5527 → β = 0.74730.5 0.8

0.5527 0.7473 1.242 0.19590.6 0.7

v=Nd

b∗h∗fcd= μx=

Nd∗exh∗b2∗fcd

= μ y=Nd∗eyh2∗b∗fcd

=

α=log2log(1+ β )

= μ=α√μxα+μ yα=

ea=(1+0 .12∗β ) (ε y+ε )h+20∗ech+10∗ec

∗(α ln )2

50∗i

ε y=fydEs

=

emin=h

20=

v=Nd

b∗h∗fcd= μx=

Nd∗exh∗b2∗fcd

= μ y=Nd∗eyh2∗b∗fcd

=

α=log2log(1+ β )

= μ=α√μxα+μ yα=

NgN

=

Page 21: COLUMNA A

RESUMEN: μ = 0.1959 v = 0.5527 → ω = 0.400

CALCULO DE ARMADURA DE COLUMNA A-6 NIVEL I PARA EL MxmaxCOLUMNA Nº 79

yfck = 225 Kg/cm² γc = 1.7 fcd = 119.12 Kg/cm²fyk = 4600 Kg/cm² γf = 1.8

2.4712 Es = 2100 Ton/cm² γs = 1.2 fyd = 3833 Kg/cm²40 3.1178

x N= 58.521 T ex = 5.3277 cm.Mx= 2.4712 T-m ey= 4.2228 cm.My= 3.1178 T-m

1.2616 < 0.25 FLEXION SIMPLE

40 Los momentos Mx y My se

utilizara en funcion al eje de rotacion

ANALISIS EN EL PLANO YZ

0.3951 40 40 I= 213333.33333 1.58024.00

7.00

0.1429 30 60 I= 135000 1Ø= 4.4672

6.50 0.2431 40 40 I= 213333.33333 1.5802

Ø= 0.5

a = 1.5754 > 1 TRANSLACIONALi = 11.547 cm.

λm= 84.59 > 35 EXITE EFECTO DE PANDEO

I. CALCULO DE LA EXCENTRICIDADetx = ec + ea TOMAR EN CUENTA EFECTO DE PANDEO

a) Excentricidad minima en columnas

2.00 cm.26.1728 → emin = 2.00 cm.

4.22282 ec ea emin = 2.00 cm.40 b) Excentricidad calculado inicial

ec > emin → ec = 5.3277 cm.

c) Excentricidad adicional por pandeo40

20.845 cm

d) Excentricidad total Ng= 44.242 0.756 > 0.7 → ε = 0.004N = 58.521

ex /bey /h

=

=

=

=IL=

IL=

IL=

=

ea=(1+0 .12∗β ) (ε y+ε )h+20∗ech+10∗ec

∗(α ln )2

50∗i

ε y=fydEs

=

emin=h

20=

NgN

=

λ=α(H−

h1

2 )i

Page 22: COLUMNA A

etx = ec + ea etx = 26.173 cm. 0.0022ey > emin ey = 4.2228 cm.

Para aceros en las 4 caras tenemos que: β = 1.5CALCULO DE LA CUANTIA

0.5527 0.3616 0.0583

v β Interpolando la v = 0.5527 → β = 0.74730.5 0.8

0.5527 0.7473 1.242 0.23540.6 0.7

RESUMEN: μ = 0.2354 v = 0.5527 → ω = 0.537

II. CALCULO DE LA EXCENTRICIDAD

ety = ec + ea TOMAR EN CUENTA EFECTO DE PANDEO

ea a) Excentricidad minima en columnas24.303

ec 2 cm. → emin = 2 cm.40

5.3277 b) Excentricidad calculado inicial

40 ec > emin → ec = 4.2228 cm.

c) Excentricidad adicional por pandeo

20.081 cm

Ng= 44.242 0.756 > 0.7 ® ε = 0.004N = 58.521

0.0022

Para aceros en las 4 caras tenemos que: β = 1.5

d) Excentricidad total

ety = ec + ea ety = 24.303 cm.ex > emin ex = 5.3277 cm.

CALCULO DE LA CUANTIA

0.5527 0.0736 0.3358

v β Interpolando la v = 0.5527 → β = 0.74730.5 0.8

0.5527 0.7473 1.242 0.22140.6 0.7

ea=(1+0 .12∗β ) (ε y+ε )h+20∗ech+10∗ec

∗(α ln )2

50∗i

ε y=fydEs

=

emin=h

20=

v=Nd

b∗h∗fcd= μx=

Nd∗exh∗b2∗fcd

= μ y=Nd∗eyh2∗b∗fcd

=

α=log2log(1+ β )

= μ=α√μxα+μ yα=

ε y=fydEs

=

v=Nd

b∗h∗fcd= μx=

Nd∗exh∗b2∗fcd

= μ y=Nd∗eyh2∗b∗fcd

=

α=log2log(1+ β )

= μ=α√μxα+μ yα=

NgN

=

Page 23: COLUMNA A

RESUMEN: μ = 0.2214 v = 0.5527 → ω = 0.487

Page 24: COLUMNA A

COLUMNA

TABLE: Element Forces - Frames

Frame Station OutputCase P V2 V3 T M2 M3

Text m Text Ton Ton Ton Ton-m Ton-m Ton-m

A6 - I

79 0 COMB1 -44.2421 -0.3182 0.4213 -0.00169 0.92059 -0.68015

79 6.5 COMB1 -44.2421 -0.3182 0.4213 -0.00169 -1.81805 1.38802

79 0 COMB2 -44.2421 -0.3182 0.4213 -0.00169 0.92059 -0.68015

79 6.5 COMB2 -44.2421 -0.3182 0.4213 -0.00169 -1.81805 1.38802

79 0 COMB3 -58.4513 -0.5965 0.7956 -0.00209 1.72978 -1.27924

79 6.5 COMB3 -58.4513 -0.5965 0.7956 -0.00209 -3.44155 2.59794

79 0 COMB4 -58.58 -0.5866 0.8089 -0.00227 1.75931 -1.25756

79 6.5 COMB4 -58.58 -0.5866 0.8089 -0.00227 -3.4984 2.5553

79 0 COMB5 -58.5212 -0.6095 0.7751 -0.00212 1.68754 -1.30599

79 6.5 COMB5 -58.5212 -0.6095 0.7751 -0.00212 -3.35035 2.65554

79 0 COMB6 -43.882 -0.326 0.3879 -0.00143 0.84808 -0.69763

79 6.5 COMB6 -43.882 -0.326 0.3879 -0.00143 -1.67316 1.42117

79 0 COMB7 -43.4992 -0.3079 0.3951 -0.00161 0.86476 -0.65806

79 6.5 COMB7 -43.4992 -0.3079 0.3951 -0.00161 -1.7036 1.34359

79 0 COMB8 -44.1692 -0.3052 0.4307 -0.00192 0.94226 -0.65115

79 6.5 COMB8 -44.1692 -0.3052 0.4307 -0.00192 -1.85753 1.33276

79 0 COMB9 -19.7108 -0.022 0.017 -0.00143 0.04334 -0.0447

79 6.5 COMB9 -19.7108 -0.022 0.017 -0.00143 -0.0673 0.09861

79 0 COMB10 -23.4927 -0.068 0.0655 -0.0021 0.15338 -0.14173

79 6.5 COMB10 -23.4927 -0.068 0.0655 -0.0021 -0.27223 0.30053

79 0 COMB11 -54.018 -0.0187 0.0015 -0.00355 0.01706 -0.03405

79 6.5 COMB11 -54.018 -0.0187 0.0015 -0.00355 0.00757 0.08723

79 0 COMB12 -55.5907 -0.019 0.03 -0.00366 0.07821 -0.03535

79 6.5 COMB12 -55.5907 -0.019 0.03 -0.00366 -0.11701 0.08841

79 0 COMB13 -57.0735 -0.0637 0.0068 -0.00373 0.03138 -0.13006

79 6.5 COMB13 -57.0735 -0.0637 0.0068 -0.00373 -0.01289 0.28422

79 0 COMB14 -22.0699 -0.0678 0.0365 -0.00165 0.08883 -0.14207

79 6.5 COMB14 -22.0699 -0.0678 0.0365 -0.00165 -0.14828 0.29865

79 0 COMB15 -22.3013 -0.0647 0.0635 -0.002 0.14882 -0.13451

79 6.5 COMB15 -22.3013 -0.0647 0.0635 -0.002 -0.26425 0.28606

79 0 COMB16 -21.1227 -0.0241 0.0615 -0.0019 0.14191 -0.04787

79 6.5 COMB16 -21.1227 -0.0241 0.0615 -0.0019 -0.2579 0.10868

79 0 COMB17 -4.3548 -0.0078 0.0104 -0.00011 0.0233 -0.01633

79 6.5 COMB17 -4.3548 -0.0078 0.0104 -0.00011 -0.04421 0.03421

79 0 COMB18 -4.4486 -0.0164 0.0187 -0.00017 0.04178 -0.03467

79 6.5 COMB18 -4.4486 -0.0164 0.0187 -0.00017 -0.07958 0.07197

79 0 COMB19 -9.6056 -0.0087 0.0148 -0.00017 0.03342 -0.01804

79 6.5 COMB19 -9.6056 -0.0087 0.0148 -0.00017 -0.06309 0.03843

79 0 COMB20 -9.741 -0.0085 0.0203 -0.00023 0.04544 -0.0176

79 6.5 COMB20 -9.741 -0.0085 0.0203 -0.00023 -0.08668 0.03779

79 0 COMB21 -9.7474 -0.0187 0.0159 -0.00015 0.03571 -0.03965

79 3.25 COMB21 -9.7474 -0.0187 0.0159 -0.00015 -0.01582 0.02121

79 6.5 COMB21 -9.7474 -0.0187 0.0159 -0.00015 -0.06736 0.08206

79 0 COMB22 -4.375 -0.0161 0.0135 -0.00013 0.03036 -0.03397

79 3.25 COMB22 -4.375 -0.0161 0.0135 -0.00013 -0.01335 0.0182

79 6.5 COMB22 -4.375 -0.0161 0.0135 -0.00013 -0.05707 0.07036

79 0 COMB23 -4.2221 -0.0154 0.0182 -0.00014 0.04054 -0.03264

79 3.25 COMB23 -4.2221 -0.0154 0.0182 -0.00014 -0.01854 0.01749

79 6.5 COMB23 -4.2221 -0.0154 0.0182 -0.00014 -0.07762 0.06762

79 0 COMB24 -4.4189 -0.0079 0.0182 -0.00017 0.04064 -0.01635

79 3.25 COMB24 -4.4189 -0.0079 0.0182 -0.00017 -0.01867 0.00926

79 6.5 COMB24 -4.4189 -0.0079 0.0182 -0.00017 -0.07798 0.03487

79 0 ENV -0.026 -2.133E-06 0.8089 -0.00002504 1.75931 0.00005493

79 3.25 ENV -0.026 -2.133E-06 0.8089 -0.00002504 0.01231 0.67478

79 6.5 ENV -0.026 -2.133E-06 0.8089 -0.00002504 0.00757 2.65554

79 0 ENV -58.58 -0.6095 -0.0001251 -0.00373 -0.00015 -1.30599

79 3.25 ENV -58.58 -0.6095 -0.0001251 -0.00373 -0.86954 0.00006186

79 6.5 ENV -58.58 -0.6095 -0.0001251 -0.00373 -3.4984 0.00006879

VALOR MINIMOS Y MAXIMO MIN -58.58 -0.6095 -0.0001251 -0.00373 -3.4984 -1.30599

MAX -0.026 -2.133E-06 0.8089 -0.00002504 1.75931 2.65554

Ng -44.2421

A6 - II

83 0 COMB1 -27.4743 -1.1233 1.472 -0.00135 3.43119 -2.62616

Page 25: COLUMNA A

A6 - II

83 2 COMB1 -27.4743 -1.1233 1.472 -0.00135 0.48727 -0.37957

83 4 COMB1 -27.4743 -1.1233 1.472 -0.00135 -2.45665 1.86703

83 0 COMB2 -27.4743 -1.1233 1.472 -0.00135 3.43119 -2.62616

83 2 COMB2 -27.4743 -1.1233 1.472 -0.00135 0.48727 -0.37957

83 4 COMB2 -27.4743 -1.1233 1.472 -0.00135 -2.45665 1.86703

83 0 COMB3 -27.8113 -1.7413 2.2406 -0.00146 5.72084 -4.4348

83 2 COMB3 -27.8113 -1.7413 2.2406 -0.00146 1.23959 -0.95211

83 4 COMB3 -27.8113 -1.7413 2.2406 -0.00146 -3.24166 2.53058

83 0 COMB4 -28.0925 -1.7147 2.3188 -0.00223 5.87741 -4.36072

83 2 COMB4 -28.0925 -1.7147 2.3188 -0.00223 1.23985 -0.9314

83 4 COMB4 -28.0925 -1.7147 2.3188 -0.00223 -3.39771 2.49793

83 0 COMB5 -28.3388 -1.8499 2.1556 0.00041 5.49795 -4.63557

83 2 COMB5 -28.3388 -1.8499 2.1556 0.00041 1.18678 -0.93579

83 4 COMB5 -28.3388 -1.8499 2.1556 0.00041 -3.12439 2.76398

83 0 COMB6 -27.8608 -1.1958 1.4073 -0.00177 3.23548 -2.74301

83 2 COMB6 -27.8608 -1.1958 1.4073 -0.00177 0.42093 -0.35146

83 4 COMB6 -27.8608 -1.1958 1.4073 -0.00177 -2.39361 2.0401

83 0 COMB7 -27.9621 -1.1538 1.4322 -0.00084 3.26842 -2.62943

83 2 COMB7 -27.9621 -1.1538 1.4322 -0.00084 0.40397 -0.32179

83 4 COMB7 -27.9621 -1.1538 1.4322 -0.00084 -2.46048 1.98585

83 0 COMB8 -27.6956 -1.0986 1.523 -0.00077 3.52348 -2.55311

83 2 COMB8 -27.6956 -1.0986 1.523 -0.00077 0.47741 -0.35588

83 4 COMB8 -27.6956 -1.0986 1.523 -0.00077 -2.56866 1.84135

83 0 COMB9 -18.9236 -0.1539 0.7552 0.0011 1.03788 -0.29514

83 2 COMB9 -18.9236 -0.1539 0.7552 0.0011 -0.47249 0.01261

83 4 COMB9 -18.9236 -0.1539 0.7552 0.0011 -1.98286 0.32037

83 0 COMB10 -21.7852 -0.4521 1.0126 0.00115 1.54427 -0.86259

83 2 COMB10 -21.7852 -0.4521 1.0126 0.00115 -0.48091 0.04154

83 4 COMB10 -21.7852 -0.4521 1.0126 0.00115 -2.50608 0.94567

83 0 COMB11 -52.6301 -0.153 1.9571 0.00319 2.5371 -0.29802

83 2 COMB11 -52.6301 -0.153 1.9571 0.00319 -1.37711 0.00807

83 4 COMB11 -52.6301 -0.153 1.9571 0.00319 -5.29131 0.31416

83 0 COMB12 -53.9105 -0.1508 2.1402 0.00319 2.90146 -0.29495

83 2 COMB12 -53.9105 -0.1508 2.1402 0.00319 -1.37904 0.00657

83 4 COMB12 -53.9105 -0.1508 2.1402 0.00319 -5.65954 0.3081

83 0 COMB13 -55.0935 -0.4409 2.0128 0.00296 2.62242 -0.84218

83 2 COMB13 -55.0935 -0.4409 2.0128 0.00296 -1.40314 0.03961

83 4 COMB13 -55.0935 -0.4409 2.0128 0.00296 -5.4287 0.92139

83 0 COMB14 -20.6329 -0.4447 0.848 0.00079 1.22395 -0.84886

83 2 COMB14 -20.6329 -0.4447 0.848 0.00079 -0.47205 0.04051

83 4 COMB14 -20.6329 -0.4447 0.848 0.00079 -2.16806 0.92988

83 0 COMB15 -20.8576 -0.4421 0.9937 0.00112 1.50138 -0.83625

83 2 COMB15 -20.8576 -0.4421 0.9937 0.00112 -0.48601 0.04797

83 4 COMB15 -20.8576 -0.4421 0.9937 0.00112 -2.47339 0.93219

83 0 COMB16 -19.8982 -0.183 0.9432 0.00167 1.42553 -0.34902

83 2 COMB16 -19.8982 -0.183 0.9432 0.00167 -0.4608 0.01701

83 4 COMB16 -19.8982 -0.183 0.9432 0.00167 -2.34712 0.38304

83 0 COMB17 -4.1674 -0.0448 0.0424 0.00006716 0.08958 -0.08878

83 2 COMB17 -4.1674 -0.0448 0.0424 0.00006716 0.00471 0.00091

83 4 COMB17 -4.1674 -0.0448 0.0424 0.00006716 -0.08017 0.09059

83 0 COMB18 -4.1068 -0.0932 0.0799 0.00005497 0.16783 -0.18415

83 2 COMB18 -4.1068 -0.0932 0.0799 0.00005497 0.00799 0.00235

83 4 COMB18 -4.1068 -0.0932 0.0799 0.00005497 -0.15184 0.18885

83 0 COMB19 -9.3424 -0.0515 0.057 0.00016 0.12128 -0.10238

83 2 COMB19 -9.3424 -0.0515 0.057 0.00016 0.0072 0.00057

83 4 COMB19 -9.3424 -0.0515 0.057 0.00016 -0.10689 0.10352

83 0 COMB20 -9.4288 -0.0497 0.089 0.00015 0.18561 -0.09941

83 2 COMB20 -9.4288 -0.0497 0.089 0.00015 0.00752 0.0000539

83 4 COMB20 -9.4288 -0.0497 0.089 0.00015 -0.17057 0.09952

83 0 COMB21 -9.3646 -0.1041 0.0591 0.00009228 0.12714 -0.20725

83 2 COMB21 -9.3646 -0.1041 0.0591 0.00009228 0.00897 0.00096

83 4 COMB21 -9.3646 -0.1041 0.0591 0.00009228 -0.1092 0.20917

83 0 COMB22 -4.082 -0.0927 0.0531 -0.00001477 0.11502 -0.18186

83 2 COMB22 -4.082 -0.0927 0.0531 -0.00001477 0.00873 0.00357

83 4 COMB22 -4.082 -0.0927 0.0531 -0.00001477 -0.09757 0.18901

Page 26: COLUMNA A

A6 - II

83 0 COMB23 -3.9316 -0.0896 0.0756 0.00015 0.15732 -0.17608

83 2 COMB23 -3.9316 -0.0896 0.0756 0.00015 0.00603 0.00315

83 4 COMB23 -3.9316 -0.0896 0.0756 0.00015 -0.14525 0.18237

83 0 COMB24 -4.1581 -0.0475 0.0753 0.00021 0.15681 -0.09414

83 2 COMB24 -4.1581 -0.0475 0.0753 0.00021 0.00631 0.00083

83 4 COMB24 -4.1581 -0.0475 0.0753 0.00021 -0.14419 0.0958

83 0 ENV -0.0223 0.0003838 2.3188 0.00319 5.87741 0.00092

83 2 ENV -0.0223 0.0003838 2.3188 0.00319 1.23985 0.04797

83 4 ENV -0.0223 0.0003838 2.3188 0.00319 -0.00707 2.76398

83 0 ENV -55.0935 -1.8499 0.004 -0.00223 0.00909 -4.63557

83 2 ENV -55.0935 -1.8499 0.004 -0.00223 -1.40314 -0.95211

83 4 ENV -55.0935 -1.8499 0.004 -0.00223 -5.65954 -0.00061

A6 - III

87 0 COMB1 -21.1513 -0.4284 0.6656 -0.00162 1.2396 -0.78675

87 2 COMB1 -21.1513 -0.4284 0.6656 -0.00162 -0.09159 0.07013

87 4 COMB1 -21.1513 -0.4284 0.6656 -0.00162 -1.42278 0.92701

87 0 COMB2 -21.1513 -0.4284 0.6656 -0.00162 1.2396 -0.78675

87 2 COMB2 -21.1513 -0.4284 0.6656 -0.00162 -0.09159 0.07013

87 4 COMB2 -21.1513 -0.4284 0.6656 -0.00162 -1.42278 0.92701

87 0 COMB3 -21.2959 -0.3739 0.6247 -0.00077 1.09521 -0.62575

87 2 COMB3 -21.2959 -0.3739 0.6247 -0.00077 -0.15423 0.12203

87 4 COMB3 -21.2959 -0.3739 0.6247 -0.00077 -1.40366 0.8698

87 0 COMB4 -21.4871 -0.3792 0.6622 -0.00044 1.16979 -0.63929

87 2 COMB4 -21.4871 -0.3792 0.6622 -0.00044 -0.15457 0.11906

87 4 COMB4 -21.4871 -0.3792 0.6622 -0.00044 -1.47893 0.87742

87 0 COMB5 -21.6563 -0.4394 0.6458 -0.00145 1.14564 -0.75942

87 2 COMB5 -21.6563 -0.4394 0.6458 -0.00145 -0.14599 0.11941

87 4 COMB5 -21.6563 -0.4394 0.6458 -0.00145 -1.43762 0.99824

87 0 COMB6 -21.4064 -0.4924 0.6773 -0.00187 1.26729 -0.91946

87 2 COMB6 -21.4064 -0.4924 0.6773 -0.00187 -0.0874 0.06535

87 4 COMB6 -21.4064 -0.4924 0.6773 -0.00187 -1.4421 1.05015

87 0 COMB7 -21.4836 -0.4904 0.7244 -0.00194 1.36613 -0.91562

87 2 COMB7 -21.4836 -0.4904 0.7244 -0.00194 -0.08264 0.06509

87 4 COMB7 -21.4836 -0.4904 0.7244 -0.00194 -1.53142 1.0458

87 0 COMB8 -21.3043 -0.4308 0.7073 -0.00179 1.32478 -0.79308

87 2 COMB8 -21.3043 -0.4308 0.7073 -0.00179 -0.08991 0.06849

87 4 COMB8 -21.3043 -0.4308 0.7073 -0.00179 -1.50459 0.93005

87 0 COMB9 -14.2725 -0.1277 0.8857 0.00036 1.74233 -0.23498

87 2 COMB9 -14.2725 -0.1277 0.8857 0.00036 -0.02898 0.02039

87 4 COMB9 -14.2725 -0.1277 0.8857 0.00036 -1.80029 0.27575

87 0 COMB10 -16.5794 -0.3775 1.0923 0.00025 2.12272 -0.69654

87 2 COMB10 -16.5794 -0.3775 1.0923 0.00025 -0.0619 0.05851

87 4 COMB10 -16.5794 -0.3775 1.0923 0.00025 -2.24652 0.81355

87 0 COMB11 -39.546 -0.1246 2.3904 0.00117 4.72881 -0.22749

87 2 COMB11 -39.546 -0.1246 2.3904 0.00117 -0.05207 0.02166

87 4 COMB11 -39.546 -0.1246 2.3904 0.00117 -4.83295 0.27081

87 0 COMB12 -40.6245 -0.1163 2.5394 0.00029 5.00274 -0.21006

87 2 COMB12 -40.6245 -0.1163 2.5394 0.00029 -0.07609 0.0225

87 4 COMB12 -40.6245 -0.1163 2.5394 0.00029 -5.15492 0.25506

87 0 COMB13 -41.5421 -0.3741 2.4444 0.00181 4.82822 -0.69162

87 2 COMB13 -41.5421 -0.3741 2.4444 0.00181 -0.0605 0.05661

87 4 COMB13 -41.5421 -0.3741 2.4444 0.00181 -4.94923 0.80483

87 0 COMB14 -15.6334 -0.3728 0.9638 -0.00009086 1.89431 -0.68526

87 2 COMB14 -15.6334 -0.3728 0.9638 -0.00009086 -0.03331 0.06036

87 4 COMB14 -15.6334 -0.3728 0.9638 -0.00009086 -1.96094 0.80597

87 0 COMB15 -15.7681 -0.3803 1.0624 0.0011 2.06848 -0.70577

87 2 COMB15 -15.7681 -0.3803 1.0624 0.0011 -0.05638 0.05477

87 4 COMB15 -15.7681 -0.3803 1.0624 0.0011 -2.18125 0.8153

87 0 COMB16 -15.0584 -0.1508 1.0355 0.00044 2.01765 -0.27743

87 2 COMB16 -15.0584 -0.1508 1.0355 0.00044 -0.05334 0.02408

87 4 COMB16 -15.0584 -0.1508 1.0355 0.00044 -2.12434 0.32559

87 0 COMB17 -4.067 -0.0378 0.0333 -0.00007518 0.06059 -0.06773

87 2 COMB17 -4.067 -0.0378 0.0333 -0.00007518 -0.00595 0.00781

87 4 COMB17 -4.067 -0.0378 0.0333 -0.00007518 -0.0725 0.08334

87 0 COMB18 -3.9074 -0.0799 0.0637 -0.00016 0.11567 -0.14332

87 2 COMB18 -3.9074 -0.0799 0.0637 -0.00016 -0.01182 0.01655

Page 27: COLUMNA A

A6 - III

87 4 COMB18 -3.9074 -0.0799 0.0637 -0.00016 -0.1393 0.17641

87 0 COMB19 -9.2179 -0.042 0.0436 -0.00008233 0.07989 -0.07526

87 2 COMB19 -9.2179 -0.042 0.0436 -0.00008233 -0.00739 0.00865

87 4 COMB19 -9.2179 -0.042 0.0436 -0.00008233 -0.09467 0.09257

87 0 COMB20 -9.2651 -0.0405 0.0701 -0.00017 0.12742 -0.07228

87 2 COMB20 -9.2651 -0.0405 0.0701 -0.00017 -0.01286 0.00877

87 4 COMB20 -9.2651 -0.0405 0.0701 -0.00017 -0.15314 0.08982

87 0 COMB21 -9.1616 -0.0874 0.0454 -0.00003937 0.0822 -0.15661

87 2 COMB21 -9.1616 -0.0874 0.0454 -0.00003937 -0.00851 0.01814

87 4 COMB21 -9.1616 -0.0874 0.0454 -0.00003937 -0.09923 0.19288

87 0 COMB22 -3.9192 -0.0809 0.0389 -0.00019 0.07185 -0.14507

87 2 COMB22 -3.9192 -0.0809 0.0389 -0.00019 -0.00597 0.0167

87 4 COMB22 -3.9192 -0.0809 0.0389 -0.00019 -0.0838 0.17847

87 0 COMB23 -3.7557 -0.0769 0.0583 0.00001318 0.1061 -0.13887

87 2 COMB23 -3.7557 -0.0769 0.0583 0.00001318 -0.01042 0.01503

87 4 COMB23 -3.7557 -0.0769 0.0583 0.00001318 -0.12695 0.16893

87 0 COMB24 -4.0238 -0.0397 0.0606 -0.00003732 0.11009 -0.07104

87 2 COMB24 -4.0238 -0.0397 0.0606 -0.00003732 -0.01107 0.00827

87 4 COMB24 -4.0238 -0.0397 0.0606 -0.00003732 -0.13224 0.08759

87 0 ENV -0.0194 0.0004408 2.5394 0.00181 5.00274 0.00091

87 2 ENV -0.0194 0.0004408 2.5394 0.00181 -0.00005195 0.12203

87 4 ENV -0.0194 0.0004408 2.5394 0.00181 -0.00497 1.05015

87 0 ENV -41.5421 -0.4924 0.0025 -0.00194 0.00486 -0.91946

87 2 ENV -41.5421 -0.4924 0.0025 -0.00194 -0.15457 0.00002985

87 4 ENV -41.5421 -0.4924 0.0025 -0.00194 -5.15492 -0.00085

A6 - IV

91 0 COMB1 -15.0438 -0.5728 0.7814 -0.00176 1.51847 -1.11869

91 2 COMB1 -15.0438 -0.5728 0.7814 -0.00176 -0.04434 0.02682

91 4 COMB1 -15.0438 -0.5728 0.7814 -0.00176 -1.60716 1.17232

91 0 COMB2 -15.0438 -0.5728 0.7814 -0.00176 1.51847 -1.11869

91 2 COMB2 -15.0438 -0.5728 0.7814 -0.00176 -0.04434 0.02682

91 4 COMB2 -15.0438 -0.5728 0.7814 -0.00176 -1.60716 1.17232

91 0 COMB3 -15.1506 -0.5836 0.8097 -0.00218 1.57997 -1.14592

91 2 COMB3 -15.1506 -0.5836 0.8097 -0.00218 -0.03936 0.02129

91 4 COMB3 -15.1506 -0.5836 0.8097 -0.00218 -1.65869 1.18849

91 0 COMB4 -15.2808 -0.5812 0.8536 -0.00225 1.66628 -1.14065

91 2 COMB4 -15.2808 -0.5812 0.8536 -0.00225 -0.04094 0.02165

91 4 COMB4 -15.2808 -0.5812 0.8536 -0.00225 -1.74815 1.18396

91 0 COMB5 -15.3911 -0.6503 0.8117 -0.00227 1.58262 -1.2769

91 2 COMB5 -15.3911 -0.6503 0.8117 -0.00227 -0.04079 0.02377

91 4 COMB5 -15.3911 -0.6503 0.8117 -0.00227 -1.66419 1.32444

91 0 COMB6 -15.2126 -0.6322 0.7845 -0.00183 1.52385 -1.23504

91 2 COMB6 -15.2126 -0.6322 0.7845 -0.00183 -0.04521 0.02944

91 4 COMB6 -15.2126 -0.6322 0.7845 -0.00183 -1.61427 1.29392

91 0 COMB7 -15.2598 -0.6284 0.8268 -0.00198 1.60544 -1.2273

91 2 COMB7 -15.2598 -0.6284 0.8268 -0.00198 -0.04814 0.02952

91 4 COMB7 -15.2598 -0.6284 0.8268 -0.00198 -1.70173 1.28634

91 0 COMB8 -15.1471 -0.5717 0.8215 -0.00181 1.5966 -1.11642

91 2 COMB8 -15.1471 -0.5717 0.8215 -0.00181 -0.0465 0.02693

91 4 COMB8 -15.1471 -0.5717 0.8215 -0.00181 -1.68959 1.17029

91 0 COMB9 -9.5501 -0.1861 0.9975 0.00086 1.93296 -0.3558

91 2 COMB9 -9.5501 -0.1861 0.9975 0.00086 -0.06199 0.01635

91 4 COMB9 -9.5501 -0.1861 0.9975 0.00086 -2.05694 0.38849

91 0 COMB10 -11.1975 -0.5443 1.2553 0.0016 2.42113 -1.04057

91 2 COMB10 -11.1975 -0.5443 1.2553 0.0016 -0.08948 0.04802

91 4 COMB10 -11.1975 -0.5443 1.2553 0.0016 -2.60009 1.1366

91 0 COMB11 -26.3574 -0.1874 2.6672 0.00179 5.18006 -0.35857

91 2 COMB11 -26.3574 -0.1874 2.6672 0.00179 -0.15428 0.01627

91 4 COMB11 -26.3574 -0.1874 2.6672 0.00179 -5.48861 0.3911

91 0 COMB12 -27.1608 -0.1794 2.8888 0.00084 5.60267 -0.34306

91 2 COMB12 -27.1608 -0.1794 2.8888 0.00084 -0.17484 0.01571

91 4 COMB12 -27.1608 -0.1794 2.8888 0.00084 -5.95234 0.37448

91 0 COMB13 -27.7932 -0.5415 2.7005 0.00334 5.23871 -1.03557

91 2 COMB13 -27.7932 -0.5415 2.7005 0.00334 -0.16235 0.04752

91 4 COMB13 -27.7932 -0.5415 2.7005 0.00334 -5.5634 1.13062

91 0 COMB14 -10.5081 -0.54 1.081 0.00042 2.09401 -1.03133

Page 28: COLUMNA A

A6 - IV

91 2 COMB14 -10.5081 -0.54 1.081 0.00042 -0.06789 0.04859

91 4 COMB14 -10.5081 -0.54 1.081 0.00042 -2.2298 1.12851

91 0 COMB15 -10.5706 -0.5277 1.2488 0.00103 2.41246 -1.00897

91 2 COMB15 -10.5706 -0.5277 1.2488 0.00103 -0.08506 0.04634

91 4 COMB15 -10.5706 -0.5277 1.2488 0.00103 -2.58259 1.10164

91 0 COMB16 -10.1135 -0.2145 1.2163 0.0005 2.35079 -0.40929

91 2 COMB16 -10.1135 -0.2145 1.2163 0.0005 -0.08171 0.0197

91 4 COMB16 -10.1135 -0.2145 1.2163 0.0005 -2.51421 0.44869

91 0 COMB17 -3.9304 -0.0637 0.0619 -0.00038 0.11445 -0.11617

91 2 COMB17 -3.9304 -0.0637 0.0619 -0.00038 -0.0094 0.0112

91 4 COMB17 -3.9304 -0.0637 0.0619 -0.00038 -0.13325 0.13857

91 0 COMB18 -3.64 -0.1308 0.1081 -0.00049 0.2016 -0.2417

91 2 COMB18 -3.64 -0.1308 0.1081 -0.00049 -0.01466 0.01987

91 4 COMB18 -3.64 -0.1308 0.1081 -0.00049 -0.23093 0.28144

91 0 COMB19 -9.0444 -0.0747 0.0917 -0.00074 0.16777 -0.13319

91 2 COMB19 -9.0444 -0.0747 0.0917 -0.00074 -0.01566 0.01629

91 4 COMB19 -9.0444 -0.0747 0.0917 -0.00074 -0.1991 0.16578

91 0 COMB20 -9.0334 -0.0731 0.1361 -0.00087 0.25098 -0.12982

91 2 COMB20 -9.0334 -0.0731 0.1361 -0.00087 -0.02125 0.01633

91 4 COMB20 -9.0334 -0.0731 0.1361 -0.00087 -0.29348 0.16248

91 0 COMB21 -8.8786 -0.1494 0.0896 -0.00051 0.16192 -0.27309

91 2 COMB21 -8.8786 -0.1494 0.0896 -0.00051 -0.01728 0.02581

91 4 COMB21 -8.8786 -0.1494 0.0896 -0.00051 -0.19647 0.3247

91 0 COMB22 -3.7042 -0.1315 0.0704 -0.00064 0.13219 -0.24304

91 2 COMB22 -3.7042 -0.1315 0.0704 -0.00064 -0.00865 0.02

91 4 COMB22 -3.7042 -0.1315 0.0704 -0.00064 -0.1495 0.28304

91 0 COMB23 -3.5315 -0.1216 0.1053 -0.00057 0.1977 -0.22487

91 2 COMB23 -3.5315 -0.1216 0.1053 -0.00057 -0.01288 0.01837

91 4 COMB23 -3.5315 -0.1216 0.1053 -0.00057 -0.22346 0.26162

91 0 COMB24 -3.8443 -0.0657 0.107 -0.00048 0.19985 -0.11968

91 2 COMB24 -3.8443 -0.0657 0.107 -0.00048 -0.01415 0.01163

91 4 COMB24 -3.8443 -0.0657 0.107 -0.00048 -0.22815 0.14295

91 0 ENV -0.0164 0.0001835 2.8888 0.00334 5.60267 0.0004

91 2 ENV -0.0164 0.0001835 2.8888 0.00334 0.00015 0.04859

91 4 ENV -0.0164 0.0001835 2.8888 0.00334 -0.00564 1.32444

91 0 ENV -27.7932 -0.6503 0.0029 -0.00227 0.00594 -1.2769

91 2 ENV -27.7932 -0.6503 0.0029 -0.00227 -0.17484 0.00003295

91 4 ENV -27.7932 -0.6503 0.0029 -0.00227 -5.95234 -0.00033

A6 - V

95 0 COMB1 -9.0067 -0.3635 0.512 -0.00056 0.99506 -0.70745

95 2 COMB1 -9.0067 -0.3635 0.512 -0.00056 -0.029 0.01953

95 4 COMB1 -9.0067 -0.3635 0.512 -0.00056 -1.05307 0.7465

95 0 COMB2 -9.0067 -0.3635 0.512 -0.00056 0.99506 -0.70745

95 2 COMB2 -9.0067 -0.3635 0.512 -0.00056 -0.029 0.01953

95 4 COMB2 -9.0067 -0.3635 0.512 -0.00056 -1.05307 0.7465

95 0 COMB3 -9.0684 -0.3661 0.5234 -0.00064 1.01705 -0.71234

95 2 COMB3 -9.0684 -0.3661 0.5234 -0.00064 -0.02973 0.01978

95 4 COMB3 -9.0684 -0.3661 0.5234 -0.00064 -1.07652 0.75189

95 0 COMB4 -9.1436 -0.3652 0.5484 -0.00065 1.06614 -0.71076

95 2 COMB4 -9.1436 -0.3652 0.5484 -0.00065 -0.03068 0.01958

95 4 COMB4 -9.1436 -0.3652 0.5484 -0.00065 -1.1275 0.74991

95 0 COMB5 -9.2034 -0.4063 0.5257 -0.00064 1.02159 -0.79153

95 2 COMB5 -9.2034 -0.4063 0.5257 -0.00064 -0.02988 0.0211

95 4 COMB5 -9.2034 -0.4063 0.5257 -0.00064 -1.08136 0.83372

95 0 COMB6 -9.1018 -0.3996 0.5148 -0.00059 1.00076 -0.7786

95 2 COMB6 -9.1018 -0.3996 0.5148 -0.00059 -0.02888 0.02057

95 4 COMB6 -9.1018 -0.3996 0.5148 -0.00059 -1.05852 0.81973

95 0 COMB7 -9.1257 -0.3987 0.5388 -0.00053 1.04742 -0.7768

95 2 COMB7 -9.1257 -0.3987 0.5388 -0.00053 -0.03016 0.02066

95 4 COMB7 -9.1257 -0.3987 0.5388 -0.00053 -1.10773 0.81812

95 0 COMB8 -9.0658 -0.3632 0.5375 -0.00055 1.04507 -0.70692

95 2 COMB8 -9.0658 -0.3632 0.5375 -0.00055 -0.02999 0.01941

95 4 COMB8 -9.0658 -0.3632 0.5375 -0.00055 -1.10506 0.74574

95 0 COMB9 -4.852 -0.1254 0.6818 0.00039 1.30476 -0.24218

95 2 COMB9 -4.852 -0.1254 0.6818 0.00039 -0.05886 0.00862

95 4 COMB9 -4.852 -0.1254 0.6818 0.00039 -1.42249 0.25941

Page 29: COLUMNA A

A6 - V

95 0 COMB10 -5.8197 -0.3717 0.8718 0.0008 1.66816 -0.7163

95 2 COMB10 -5.8197 -0.3717 0.8718 0.0008 -0.07545 0.02702

95 4 COMB10 -5.8197 -0.3717 0.8718 0.0008 -1.81906 0.77035

95 0 COMB11 -13.2602 -0.1215 1.8094 0.00071 3.46268 -0.23605

95 2 COMB11 -13.2602 -0.1215 1.8094 0.00071 -0.15603 0.00686

95 4 COMB11 -13.2602 -0.1215 1.8094 0.00071 -3.77473 0.24977

95 0 COMB12 -13.7566 -0.116 1.9584 0.00027 3.74934 -0.2262

95 2 COMB12 -13.7566 -0.116 1.9584 0.00027 -0.16749 0.00589

95 4 COMB12 -13.7566 -0.116 1.9584 0.00027 -4.08432 0.23797

95 0 COMB13 -14.0951 -0.3681 1.8459 0.00179 3.52843 -0.70892

95 2 COMB13 -14.0951 -0.3681 1.8459 0.00179 -0.16332 0.02726

95 4 COMB13 -14.0951 -0.3681 1.8459 0.00179 -3.85506 0.76344

95 0 COMB14 -5.4133 -0.3654 0.7484 -0.00008411 1.43338 -0.70552

95 2 COMB14 -5.4133 -0.3654 0.7484 -0.00008411 -0.06344 0.02518

95 4 COMB14 -5.4133 -0.3654 0.7484 -0.00008411 -1.56025 0.75589

95 0 COMB15 -5.423 -0.3657 0.8499 0.00098 1.62676 -0.70432

95 2 COMB15 -5.423 -0.3657 0.8499 0.00098 -0.07306 0.02707

95 4 COMB15 -5.423 -0.3657 0.8499 0.00098 -1.77287 0.75846

95 0 COMB16 -5.1877 -0.1484 0.8342 0.0002 1.59919 -0.28601

95 2 COMB16 -5.1877 -0.1484 0.8342 0.0002 -0.06915 0.0108

95 4 COMB16 -5.1877 -0.1484 0.8342 0.0002 -1.73749 0.30761

95 0 COMB17 -3.7666 -0.0302 0.0296 -0.00012 0.07531 -0.06948

95 2 COMB17 -3.7666 -0.0302 0.0296 -0.00012 0.01613 -0.00907

95 4 COMB17 -3.7666 -0.0302 0.0296 -0.00012 -0.04306 0.05133

95 0 COMB18 -3.3159 -0.0995 0.0822 -0.0004 0.16651 -0.19097

95 2 COMB18 -3.3159 -0.0995 0.0822 -0.0004 0.00211 0.00805

95 4 COMB18 -3.3159 -0.0995 0.0822 -0.0004 -0.16228 0.20708

95 0 COMB19 -8.84 0.002 0.0133 -1.506E-06 0.07655 -0.03326

95 2 COMB19 -8.84 0.002 0.0133 -1.506E-06 0.04993 -0.03734

95 4 COMB19 -8.84 0.002 0.0133 -1.506E-06 0.02332 -0.04142

95 0 COMB20 -8.7508 -0.0007503 0.0577 0.0002 0.15316 -0.03794

95 2 COMB20 -8.7508 -0.0007503 0.0577 0.0002 0.03775 -0.03644

95 4 COMB20 -8.7508 -0.0007503 0.0577 0.0002 -0.07765 -0.03494

95 0 COMB21 -8.5348 -0.0755 0.0141 -0.00008557 0.07444 -0.16844

95 2 COMB21 -8.5348 -0.0755 0.0141 -0.00008557 0.0463 -0.01745

95 4 COMB21 -8.5348 -0.0755 0.0141 -0.00008557 0.01816 0.13353

95 0 COMB22 -3.4488 -0.1006 0.0381 -0.00072 0.09506 -0.1921

95 2 COMB22 -3.4488 -0.1006 0.0381 -0.00072 0.01884 0.00918

95 4 COMB22 -3.4488 -0.1006 0.0381 -0.00072 -0.05737 0.21046

95 0 COMB23 -3.2749 -0.0836 0.0738 -0.00045 0.15426 -0.16522

95 2 COMB23 -3.2749 -0.0836 0.0738 -0.00045 0.00659 0.00193

95 4 COMB23 -3.2749 -0.0836 0.0738 -0.00045 -0.14108 0.16909

95 0 COMB24 -3.6315 -0.0324 0.0739 -0.00029 0.15296 -0.07373

95 2 COMB24 -3.6315 -0.0324 0.0739 -0.00029 0.0052 -0.00891

95 4 COMB24 -3.6315 -0.0324 0.0739 -0.00029 -0.14257 0.0559

95 0 ENV -0.013 0.002 1.9584 0.00179 3.74934 0.00115

95 2 ENV -0.013 0.002 1.9584 0.00179 0.04993 0.02726

95 4 ENV -0.013 0.002 1.9584 0.00179 0.02332 0.83372

95 0 ENV -14.0951 -0.4063 0.0034 -0.00072 0.00701 -0.79153

95 2 ENV -14.0951 -0.4063 0.0034 -0.00072 -0.16749 -0.03734

95 4 ENV -14.0951 -0.4063 0.0034 -0.00072 -4.08432 -0.04142

A6 - VI

99 0 COMB1 -3.0815 -0.4144 0.5572 -0.00086 1.11057 -0.82824

99 2 COMB1 -3.0815 -0.4144 0.5572 -0.00086 -0.00379 0.00058

99 4 COMB1 -3.0815 -0.4144 0.5572 -0.00086 -1.11815 0.82941

99 0 COMB2 -3.0815 -0.4144 0.5572 -0.00086 1.11057 -0.82824

99 2 COMB2 -3.0815 -0.4144 0.5572 -0.00086 -0.00379 0.00058

99 4 COMB2 -3.0815 -0.4144 0.5572 -0.00086 -1.11815 0.82941

99 0 COMB3 -3.1029 -0.4184 0.5719 -0.00102 1.14015 -0.83615

99 2 COMB3 -3.1029 -0.4184 0.5719 -0.00102 -0.00358 0.00072

99 4 COMB3 -3.1029 -0.4184 0.5719 -0.00102 -1.14731 0.8376

99 0 COMB4 -3.1285 -0.4174 0.602 -0.00109 1.20078 -0.83379

99 2 COMB4 -3.1285 -0.4174 0.602 -0.00109 -0.00313 0.00094

99 4 COMB4 -3.1285 -0.4174 0.602 -0.00109 -1.20704 0.83567

99 0 COMB5 -3.1479 -0.4605 0.5697 -0.00097 1.13541 -0.92041

99 2 COMB5 -3.1479 -0.4605 0.5697 -0.00097 -0.00401 0.00068

Page 30: COLUMNA A

A6 - VI

99 4 COMB5 -3.1479 -0.4605 0.5697 -0.00097 -1.14344 0.92176

99 0 COMB6 -3.1141 -0.453 0.5622 -0.00096 1.12057 -0.90553

99 2 COMB6 -3.1141 -0.453 0.5622 -0.00096 -0.00377 0.00045

99 4 COMB6 -3.1141 -0.453 0.5622 -0.00096 -1.12812 0.90643

99 0 COMB7 -3.1222 -0.4502 0.5879 -0.00094 1.17205 -0.89944

99 2 COMB7 -3.1222 -0.4502 0.5879 -0.00094 -0.0037 0.00103

99 4 COMB7 -3.1222 -0.4502 0.5879 -0.00094 -1.17945 0.9015

99 0 COMB8 -3.1015 -0.4146 0.5841 -0.00088 1.16442 -0.82833

99 2 COMB8 -3.1015 -0.4146 0.5841 -0.00088 -0.00368 0.00079

99 4 COMB8 -3.1015 -0.4146 0.5841 -0.00088 -1.17178 0.82991

99 0 COMB9 -0.2917 -0.1388 0.4115 0.0002 1.07435 -0.27606

99 2 COMB9 -0.2917 -0.1388 0.4115 0.0002 0.25128 0.00153

99 4 COMB9 -0.2917 -0.1388 0.4115 0.0002 -0.57179 0.27912

99 0 COMB10 -0.6587 -0.3975 0.589 0.00077 1.44582 -0.80166

99 2 COMB10 -0.6587 -0.3975 0.589 0.00077 0.26779 -0.0066

99 4 COMB10 -0.6587 -0.3975 0.589 0.00077 -0.91025 0.78846

99 0 COMB11 -0.4885 -0.1483 1.0293 0.00003269 2.77894 -0.28394

99 2 COMB11 -0.4885 -0.1483 1.0293 0.00003269 0.72034 0.01262

99 4 COMB11 -0.4885 -0.1483 1.0293 0.00003269 -1.33825 0.30917

99 0 COMB12 -0.6828 -0.1454 1.204 -0.00041 3.13162 -0.27742

99 2 COMB12 -0.6828 -0.1454 1.204 -0.00041 0.7236 0.01339

99 4 COMB12 -0.6828 -0.1454 1.204 -0.00041 -1.68442 0.3042

99 0 COMB13 -0.7563 -0.3908 1.0084 0.00159 2.754 -0.78646

99 2 COMB13 -0.7563 -0.3908 1.0084 0.00159 0.73729 -0.00481

99 4 COMB13 -0.7563 -0.3908 1.0084 0.00159 -1.27943 0.77683

99 0 COMB14 -0.5208 -0.4096 0.4748 -0.00077 1.21903 -0.81912

99 2 COMB14 -0.5208 -0.4096 0.4748 -0.00077 0.2694 0.000006635

99 4 COMB14 -0.5208 -0.4096 0.4748 -0.00077 -0.68023 0.81913

99 0 COMB15 -0.5172 -0.3762 0.5974 -0.00003193 1.46407 -0.76193

99 2 COMB15 -0.5172 -0.3762 0.5974 -0.00003193 0.26919 -0.00955

99 4 COMB15 -0.5172 -0.3762 0.5974 -0.00003193 -0.92569 0.74284

99 0 COMB16 -0.4181 -0.1632 0.5934 -0.00022 1.43834 -0.3267

99 2 COMB16 -0.4181 -0.1632 0.5934 -0.00022 0.25149 -0.00031

99 4 COMB16 -0.4181 -0.1632 0.5934 -0.00022 -0.93536 0.32608

99 0 COMB17 -3.4405 -0.3921 0.4783 0.0019 0.57095 -0.53815

99 2 COMB17 -3.4405 -0.3921 0.4783 0.0019 -0.3857 0.24604

99 4 COMB17 -3.4405 -0.3921 0.4783 0.0019 -1.34234 1.03022

99 0 COMB18 -2.7869 -0.3777 0.4222 0.00358 0.50163 -0.58728

99 2 COMB18 -2.7869 -0.3777 0.4222 0.00358 -0.34282 0.16811

99 4 COMB18 -2.7869 -0.3777 0.4222 0.00358 -1.18727 0.92351

99 0 COMB19 -8.3165 -0.8877 1.1215 0.00256 1.34097 -1.14946

99 2 COMB19 -8.3165 -0.8877 1.1215 0.00256 -0.90193 0.62592

99 4 COMB19 -8.3165 -0.8877 1.1215 0.00256 -3.14484 2.4013

99 0 COMB20 -8.1094 -0.886 1.1082 0.00238 1.35972 -1.14751

99 2 COMB20 -8.1094 -0.886 1.1082 0.00238 -0.85674 0.62457

99 4 COMB20 -8.1094 -0.886 1.1082 0.00238 -3.0732 2.39664

99 0 COMB21 -7.8271 -0.8694 1.0731 0.00503 1.23598 -1.19665

99 2 COMB21 -7.8271 -0.8694 1.0731 0.00503 -0.9103 0.54219

99 4 COMB21 -7.8271 -0.8694 1.0731 0.00503 -3.05658 2.28104

99 0 COMB22 -2.9973 -0.3765 0.4882 0.00143 0.58939 -0.59169

99 2 COMB22 -2.9973 -0.3765 0.4882 0.00143 -0.38709 0.16124

99 4 COMB22 -2.9973 -0.3765 0.4882 0.00143 -1.36358 0.91417

99 0 COMB23 -2.8661 -0.3831 0.4404 0.00291 0.53286 -0.57601

99 2 COMB23 -2.8661 -0.3831 0.4404 0.00291 -0.348 0.19017

99 4 COMB23 -2.8661 -0.3831 0.4404 0.00291 -1.22885 0.95634

99 0 COMB24 -3.2497 -0.3911 0.4646 0.00195 0.59593 -0.53776

99 2 COMB24 -3.2497 -0.3911 0.4646 0.00195 -0.33322 0.24443

99 4 COMB24 -3.2497 -0.3911 0.4646 0.00195 -1.26237 1.02662

99 0 ENV -0.005 -0.0058 1.204 0.00503 3.13162 -0.01231

99 2 ENV -0.005 -0.0058 1.204 0.00503 0.73729 0.62592

99 4 ENV -0.005 -0.0058 1.204 0.00503 -0.01186 2.4013

99 0 ENV -8.3165 -0.8877 0.006 -0.00109 0.01233 -1.19665

99 2 ENV -8.3165 -0.8877 0.006 -0.00109 -0.9103 -0.00955

99 4 ENV -8.3165 -0.8877 0.006 -0.00109 -3.14484 0.01092

Page 31: COLUMNA A

N - Mymax

Mxmax

Page 32: COLUMNA A

MOMENTOS REDUCIDOS

COL DATOS FrameStation Comb P Mx My x Mrx Mry

m Text Ton Ton-m Ton-m m. Ton-m Ton-m

A6 - I

79 0 COMB1 -44.242 -0.680 0.921

Altura de la columna = 6.50 79 0 COMB4 -58.580 -1.258 1.759 2.144 -1.258 1.759

Altura de viga superior= 0.60 79 6.5 COMB4 -58.580 2.555 -3.498 4.325 2.378 -3.256

Altura de viga inferior= 0.00 79 0 COMB5 -58.521 -1.306 1.688 2.143 -1.306 1.688

79 6.5 COMB5 -58.521 2.656 -3.350 4.323 2.471 -3.118

VALORES EXTREMO MIN -58.580 -1.306 -3.256

Ng -44.242 MAX -44.242 2.471 1.759

A6 - II

83 0 COMB1 -27.474 -2.626 3.431

Altura de la columna = 4.00 83 0 COMB4 -28.093 -4.361 5.877 2.543 -3.846 5.184

Altura de viga superior= 0.60 83 4 COMB4 -28.093 2.498 -3.398 1.465 1.987 -2.702

Altura de viga inferior= 0.60 83 0 COMB5 -28.339 -4.636 5.498 2.506 -4.081 4.840

83 4 COMB5 -28.339 2.764 -3.124 1.449 2.192 -2.478

83 0 COMB13 -55.094 -0.842 2.622 1.910 -0.710 2.211

83 4 COMB13 -55.094 0.921 -5.429 2.697 0.819 -4.825

VALORES EXTREMO MIN -55.094 -4.081 -4.825

Ng -27.474 MAX -27.474 2.192 5.184

A6 - III

87 0 COMB1 -21.151 -0.787 1.240

Altura de la columna = 4.00 87 0 COMB6 -21.406 -0.919 1.267 1.867 -0.772 1.064

Altura de viga superior= 0.60 87 4 COMB6 -21.406 1.050 -1.442 2.129 0.902 -1.239

Altura de viga inferior= 0.60 87 0 COMB12 -40.625 -0.210 5.003 1.807 -0.175 4.172

87 4 COMB12 -40.625 0.255 -5.155 2.030 0.217 -4.393

87 0 COMB13 -41.542 -0.692 4.828 1.849 -0.579 4.045

87 4 COMB13 -41.542 0.805 -4.949 2.025 0.686 -4.216

VALORES EXTREMO MIN -41.542 -0.772 -4.393

Ng -21.151 MAX -21.151 0.902 4.172

A6 - IV

91 0 COMB1 -15.044 -1.119 1.518

Altura de la columna = 4.00 91 0 COMB5 -15.391 -1.277 1.583 1.963 -1.082 1.341

Altura de viga superior= 0.60 91 4 COMB5 -15.391 1.324 -1.664 2.050 1.131 -1.421

Altura de viga inferior= 0.60 91 0 COMB12 -27.161 -0.343 5.603 1.912 -0.289 4.724

91 4 COMB12 -27.161 0.374 -5.952 2.061 0.320 -5.086

91 0 COMB13 -27.793 -1.036 5.239 1.912 -0.873 4.417

91 4 COMB13 -27.793 1.131 -5.563 2.060 0.966 -4.753

VALORES EXTREMO MIN -27.793 -1.082 -5.086

Ng -15.044 MAX -27.161 1.131 4.724

A6 - V

95 0 COMB1 -9.007 -0.707 0.995

Altura de la columna = 4.00 95 0 COMB5 -9.203 -0.792 1.022 1.948 -0.670 0.864

Altura de viga superior= 0.60 95 4 COMB5 -9.203 0.834 -1.081 2.057 0.712 -0.924

Altura de viga inferior= 0.60 95 0 COMB12 -13.757 -0.226 3.749 1.949 -0.191 3.172

95 4 COMB12 -13.757 0.238 -4.084 2.086 0.204 -3.497

95 0 COMB13 -14.095 -0.709 3.528 1.926 -0.598 2.979

95 4 COMB13 -14.095 0.763 -3.855 2.088 0.654 -3.301

VALORES EXTREMO MIN -14.095 -0.670 -3.497

Ng -9.007 MAX -13.757 0.712 3.172

A6 - VI

99 0 COMB1 -3.082 -0.828 1.111

Altura de la columna = 4.00 99 0 COMB19 -8.317 -1.149 1.341 1.295 -0.883 1.030

Altura de viga superior= 0.00 99 4 COMB19 -8.317 2.401 -3.145 2.804 2.401 -3.145

Altura de viga inferior= 0.60 99 0 COMB21 -7.827 -1.197 1.236 1.376 -0.936 0.967

99 4 COMB21 -7.827 2.281 -3.057 2.848 2.281 -3.057

Mt1

Mt2

Mr1

Mr2

xM t1

=H

M t1+M t2

⇒ x=H

M t 1+M t 2

M t1

M r 1

x−h2

=M t 1

x⇒ M r 1=

M t1

x (x−h2 )

Page 33: COLUMNA A

VALORES EXTREMO MIN -8.317 -0.936 -3.145

Ng -3.082 MAX -7.827 2.401 1.030

Page 34: COLUMNA A

OBS

N-Mymax

Mxmax

Mymax

Mxmax

N

Mxmax

Mymax

N

Mxmax

Mymax

N

Mxmax

Mymax

N

todo