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8/3/2019 Diagrama placas etabs

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PLACA

Story Pier Load P V2 V3 M2 M3

PISO 01 PL1 LIVE -15.59 -0.15 -0.01 -0.041 1.946

PISO 01 PL1 SISXX 3.46 18.7 0.01 0.036 135.591PISO 01 PL1 SISYY 2.2 21.31 0.39 1.237 140.337

PISO 01 PL1 DEAD-SQ -69.03 -3.08 -0.04 -0.144 4.242

sismo x

b= 40 cm Pu= 123 ton

L= 210 cm Mu= 519 ton*m

t= 40 cm Vu= 91 ton

d= 168 cm Va sismo= 91 ton

hn= 2.40 m

f'c= 210 Kg/cm2

fy= 4200 Kg/cm2

PANDEO

Muros= Pnw=0.55**f'c*Ag*(1-(kl/32t)^2) 655 Ton OK

Columnas= Pcr=p^2*EI/(kl)^2 5840 Ton OK

CORTE

Resist. concreto FVc= 43.87 ton

rsh= 0.0025 Ash= 10.00 cm2/m HORIZONTAL F3/8"rsv= 0.0025 Asv= 10.00 cm2/m VERTICAL F3/8"

Resist. acero

Espaciamiento Horizontal 42 cm

L/5 42 cm

3t 120 cm

45cm 45 cm

Espaciamiento Vertical. 45 cm

L/3 70 cm F3/8"

3t 120 cm

45cm 45 cm F1/2"

FILAS

Mn= 1038 ton*m

Vu=Vu*Mn/Mu 182 ton

R= 6.0

mx=R*Va sismo 546 ton

Vu a usar= 182 ton

F3/8" 0.71 cm2 @ 17.5 cm FVs=F1/2" 2.84 cm2 @ 22.5 cm FVs=

Curve 1 0. degrees Curve 2 15. degrees Curve 3

P M3 M2 P M3 M2 P

1 -3319 15 28 -3319 15 28 -3319

2 -3319 1173 -206 -3319 765 20 -3319

3 -3131 1892 -401 -3319 1575 -164 -3319


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4 -2674 2362 -600 -2898 2154 -351 -3123

5 -1623 2794 -667 -2011 2640 -195 -2341

6 -1197 2806 -682 -1349 2813 -384 -1654

7 -764 2545 -689 -926 2662 -389 -1109

8 -346 2174 -741 -490 2255 -398 -698

9 -20 1790 -747 -135 1917 -491 -342

10 259 1055 -466 265 1022 -419 4911 567 -21 -38 567 -21 -38 567

M3

Pu Mu

1384.0 1490.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.00.0 0.0

Pu Mu

1384.0 560.0

0.0 0.0

0.0 0.0

0.0 0.00.0 0.0

0.0 0.0

-1000

-500

0

500

1000

1500

2000

2500

3000

3500

4000

-4000 -3000 -2000 -1000 0

P(

ton)

M (ton.m)

M3

1000

1500

2000

2500

3000

3500

4000

P(

ton)

M2


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-1000

-500

0

500

-3000 -2000 -1000 0

M (ton.m)


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Comb Pu Mu2 Mu3 Pu Mu2

1.4M + 1.7V -123.1 -0.3 9.2 -123.1 -0.3

1.25(M+V) + f S -109.7 0.3 159.6 -108.5 1.70.9 M - f S -58.3 0.2 155.7 -59.4 1.6

1.25(M+V)+f Vsismo 25.0 0.07 30.0

@ 14.2 HORIZONTAL F1/2" @ 25.8

@ 14.2 VERTICAL F1/2" @ 25.8

s= 6.17 cm

s= 24.66 cm

2

FVs


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1799 -21 -2951 1502 602 -2564

2353 182 -2248 2010 672 -2115

2637 89 -1603 2224 599 -1436

2650 -48 -961 2148 438 -763

2372 -46 -506 1710 425 -377

2006 -76 -81 1198 501 -64

1413 -76 282 534 327 261-21 -38 567 -21 -38 567

Curve 1 0. degrees

P M3 M2

3319 15.4249 28.2731

3319 1172.6747 -206.0309

3131 1892.3279 -400.8166

2674 2362.4862 -599.69191623 2794.4352 -666.7973

1197 2805.8168 -682.1083

763.5249 2544.5792 -689.4855

346.2216 2174.3208 -741.3132

20.3579 1789.694 -746.8313

-259.2572 1054.8627 -465.5401

-566.755 -20.7122 -37.9646

Curve 7 90. degrees

P M3 M2

3319 15.4249 28.2731

2911 -1871 1702.5119

2804 -1865 1814.3866

2687 -1865 1914.49391998 -1009 2238.6148

1715 -833.8669 2371.4168

1590 -761.2417 2389.2067

1464 -662.9898 2374.2002

1377 -632.3527 2314.5108

1252 -588.35 2182.8714

-566.755 -20.7122 -37.9646

1000 2000 3000 4000


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1000 2000 3000


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Mu3

9.2

178.9175.0

0.5

b= 25 cm Pu=

L= 270 cm Mu=

t= 25 cm Vu=

d= 216 cm Va sismo=

hn= 2.40 m

f'c= 210 Kg/cm2

fy= 4200 Kg/cm2

PANDEO

Muros= Pnw=0.55**f'c*Ag*(1-(kl/32t)^2) 497

Columnas= Pcr=p^2*EI/(kl)^2 1833

CORTE

Resist. concreto FVc= 35 ton

rsh= 0.0020 Ash= 5.00rsv= 0.0015 Asv= 3.75

Resist. acero

Espaciamiento Horizontal 45 cm

L/5 54 cm

3t 75 cm

45cm 45 cm

Espaciamiento Vertical. 45 cm

L/3 90 cm

3t 75 cm

45cm 45 cm

Mn= 3 ton*m

Vu=Vu*Mn/Mu 1 ton

R= 4.5

Vu mx=R*Va sismo 2 ton

Vu a usar= 1 ton

COLOCAR EL MINIMO F3/8" 0.71 cm2 @OK F1/2" 1.29 cm2 @

60. degrees Curve 6 75. degrees Curve 7 90. degrees

M3 M2 P M3 M2 P M3

15 28 -3319 15 28 -3319 15

580 239 -3319 5 555 -2911 -1871

1033 748 -3001 181 1243 -2804 -1865


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1105 1216 -2134 -167 1952 -2687 -1865

939 1493 -1797 -581 2218 -1998 -1009

1029 1442 -1612 -541 2264 -1715 -834

764 1305 -1395 -468 2240 -1590 -761

884 977 -873 275 1676 -1464 -663

869 771 -365 757 1060 -1377 -632

556 365 137 713 529 -1252 -588-21 -38 567 -21 -38 567 -21

Curve 13 180. degrees

P M3 M2

3319 15.4249 28.2731

3319 -755.1247 292.6206

3319 -1252 522.8761

3319 -1824 647.45423053 -2391 672.0902

2659 -2778 700.6403

2249 -2926 704.9396

1164 -2578 643.3046

612.2467 -2101 440.0139

145.4955 -1610 276.2673

-566.755 -20.7122 -37.9646


P M3 M2

3319 15.4249 28.2731

2610 561.5348 -1966

2498 604.6525 -2077

2374 653.1126 -21782233 709.2521 -2275

2064 777.715 -2378

1776 1104.0189 -2329

1143 1986.4719 -2064

993.6806 2118.8934 -1975

877.6185 2149.23 -1858

-566.755 -20.7122 -37.9646


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sismo y

123 ton b1= 0.90

2 ton*m b2= 1.45

1 ton

0 ton Acero= 74

P= 0.64

Ton OK

Ton OK

cm2/m HORIZONTA F3/8" @ 28.4 HORIZONTA F1/2"

cm2/m VERTICAL F3/8" @ 37.9 VERTICAL F1/2"

F3/8" s= 6.17 cm

F1/2" s= 11.20 cm

FILAS 2

FVs


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1914 -2887 -1963 1730 -3164 -2005 1333

2239 -2717 -1971 1888 -2854 -2062 1720

2371 -2405 -1911 2060 -2610 -2081 1912

2389 -1690 -1026 2305 -1996 -2071 1920

2374 -1387 -901 2209 -1072 -1679 1608

2315 -727 -1304 1491 -432 -1386 1065

2183 -89 -1265 804 75 -1102 610-38 567 -21 -38 567 -21 -38


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13/32

n= 20.00

@ 51.6

@ 68.8

(lmite)

90 ton OK OK102 ton OK OK


P M3 M2 P M3 M2 P

-3319 15 28 -3319 15 28 -3319

-3319 -879 412 -3319 -826 367 -3319

-3319 -1501 756 -3319 -1402 665 -3319


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-3313 -1914 1104 -3319 -1822 963 -3319

-3026 -2120 1456 -3130 -2117 1253 -3090

-2642 -2304 1695 -2651 -2601 1300 -2655

-1997 -2538 1556 -2028 -2727 1325 -2096

-1115 -2221 1248 -1111 -2434 979 -1137

-364 -1489 930 -447 -1757 704 -532

129 -1012 536 135 -1019 484 28567 -21 -38 567 -21 -38 567


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16/32


M3 M2 P M3 M2 P M3

15 28 -3319 15 28 -3319 15

-788 330 -3319 -755 293 -3319 -727

-1324 592 -3319 -1252 523 -3319 -1392


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-1740 855 -3319 -1824 647 -3266 -2039

-2301 946 -3053 -2391 672 -2898 -2508

-2733 983 -2659 -2778 701 -2506 -2811

-2834 1101 -2249 -2926 705 -1836 -2788

-2538 799 -1164 -2578 643 -920 -2358

-1970 570 -612 -2101 440 -395 -1812

-1303 401 -145 -1610 276 126 -1083-21 -38 567 -21 -38 567 -21


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Curve 15 210. degrees Curve 16 225. degrees

M2 P M3 M2 P M3 M2

28 -3319 15 28 -3319 15 28

251 -3319 -934 37 -3319 -441 -211

358 -3319 -1631 45 -3319 -839 -390


20/32

375 -3076 -2157 55 -3264 -1540 -392

392 -2713 -2519 63 -2857 -2022 -408

411 -2171 -2668 -82 -2235 -2211 -608

218 -1484 -2492 -174 -1581 -2125 -695

371 -652 -1955 7 -820 -1633 -653

183 -152 -1451 -141 -164 -1312 -330

-30 260 -757 -153 251 -771 -165-38 567 -21 -38 567 -21 -38


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22/32


P M3 M2 P M3 M2 P

-3319 15 28 -3319 15 28 -3319

-3319 -393 -279 -3319 -409 -448 -2610

-3319 -648 -568 -3319 -594 -929 -2498


23/32

-3319 -741 -862 -2921 -247 -1546 -2374

-3036 -693 -1246 -2426 478 -2124 -2233

-2385 -1023 -1442 -2242 526 -2251 -2064

-1721 -1001 -1553 -2057 582 -2325 -1776

-1228 -1247 -1297 -1687 158 -2089 -1143

-562 -1142 -824 -771 -239 -1334 -994

133 -843 -310 69 -89 -698 -878567 -21 -38 567 -21 -38 567


24/32


25/32


M3 M2 P M3 M2 P M3

15 28 -3319 15 28 -3319 15

562 -1966 -3319 920 -659 -3319 800

605 -2077 -3031 1232 -1361 -3293 1240


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653 -2178 -2444 802 -2053 -2740 1551

709 -2275 -2159 976 -2176 -1855 1961

778 -2378 -1422 1914 -2038 -1247 2068

1104 -2329 -1098 2052 -1991 -957 2173

1986 -2064 -892 2150 -1851 -587 2158

2119 -1975 -517 2121 -1364 -263 2070

2149 -1858 -9 1770 -841 134 1419-21 -38 567 -21 -38 567 -21


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28/32

Curve 22 315. degrees Curve 23 330. degrees

M2 P M3 M2 P M3 M2

28 -3319 15 28 -3319 15 28

-488 -3319 757 -413 -3319 735 -362

-984 -3319 1242 -811 -3276 1573 -645


29/32

-1478 -2698 2044 -1146 -2709 2219 -905

-1827 -1865 2411 -1478 -1843 2588 -1262

-1896 -1213 2283 -1684 -1208 2593 -1285

-1797 -784 2248 -1513 -680 2250 -1299

-1439 -434 2076 -1194 -366 2112 -1095

-1096 -153 1984 -986 -84 1899 -915

-641 187 1272 -567 217 1182 -524-38 567 -21 -38 567 -21 -38


30/32


31/32


P M3 M2

-3319 15 28

-3319 906 -293

-3199 1766 -516


32/32

-2693 2311 -743

-1776 2697 -1048

-1203 2741 -967

-723 2445 -978

-312 2117 -998

-44 1838 -837

240 1115 -493567 -21 -38

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