Analisis de Estructuras
14
PRIMER PISO ENTRE EJES DIMENSIONES VIGA EJE DE HASTA LONGITUD BASE PERALTE 1A B 3.09 0.25 0.4 1B D 3.89 0.25 0.4 1E F 4.52 0.25 0.4 2A E 6.98 0.25 0.5 2E F 4.52 0.25 0.4 3A C 4.52 0.25 0.4 3C E 2.46 0.25 0.4 3E F 4.52 0.25 0.4 P. LOSA= 300 kg/m2 P. TABIQUERIA 200 kg/m2 P. ACABADOS 100 kg/m2 LOSA ALIGERADA TABIQUERIAACABADOS P.PROPIO CO COLUMN *** AREA PESO C1 5.44 5.44 1632 1088 544 1127.1 C2 11.37 11.37 3411 2274 1137 780 C3 6.07 6.07 1821 1214 607 1127.1 C4 9.83 9.83 2949 1966 983 780 C5 20.27 20.27 6081 4054 2027 390 C6 10.67 10.67 3201 2134 1067 780 C7 9.75 9.75 2925 1950 975 780 C8 19.88 19.88 5964 3976 1988 390 C9 10.31 10.31 3093 2062 1031 780 C10 9.12 9.12 2736 1824 912 780 C11 18.18 18.18 5454 3636 1818 390 C12 9.18 9.18 2754 1836 918 780 C13 4.99 4.99 1497 998 499 780 C14 10.12 10.12 3036 2024 1012 390 C15 14.63 14.63 4389 2926 1463 390 C16 9.86 9.86 2958 1972 986 780 C17 6.13 6.13 1839 1226 613 780 C18 12.97 12.97 3891 2594 1297 390 C19 18.19 18.19 5457 3638 1819 390 C20 12.22 12.22 3666 2444 1222 780 C21 5.77 5.77 1731 1154 577 780 C22 12.76 12.76 3828 2552 1276 390 C23 15.93 15.93 4779 3186 1593 390 C24 10.86 10.86 3258 2172 1086 780 C25 2.98 2.98 894 596 298 390 C26 5.89 5.89 1767 1178 589 390 C27 6.9 6.9 2070 1380 690 390
-
Upload
alfonsordn -
Category
Documents
-
view
1 -
download
0
description
EXCEL ESTRUCTURAS
Transcript of Analisis de Estructuras
PRIMER PISOENTRE EJES DIMENSIONES
VIGA EJE DE HASTA LONGITUD BASE PERALTE1 A B 3.09 0.25 0.41 B D 3.89 0.25 0.41 E F 4.52 0.25 0.4
2 A E 6.98 0.25 0.52 E F 4.52 0.25 0.4
3 A C 4.52 0.25 0.43 C E 2.46 0.25 0.43 E F 4.52 0.25 0.4
P. LOSA= 300 kg/m2P. TABIQUERIA 200 kg/m2P. ACABADOS 100 kg/m2
LOSA ALIGERADA TABIQUERIAACABADOS P.PROPIO COCOLUMN*** AREA PESOC1 5.44 5.44 1632 1088 544 1127.1C2 11.37 11.37 3411 2274 1137 780C3 6.07 6.07 1821 1214 607 1127.1C4 9.83 9.83 2949 1966 983 780C5 20.27 20.27 6081 4054 2027 390C6 10.67 10.67 3201 2134 1067 780C7 9.75 9.75 2925 1950 975 780C8 19.88 19.88 5964 3976 1988 390C9 10.31 10.31 3093 2062 1031 780C10 9.12 9.12 2736 1824 912 780C11 18.18 18.18 5454 3636 1818 390C12 9.18 9.18 2754 1836 918 780C13 4.99 4.99 1497 998 499 780C14 10.12 10.12 3036 2024 1012 390C15 14.63 14.63 4389 2926 1463 390C16 9.86 9.86 2958 1972 986 780C17 6.13 6.13 1839 1226 613 780C18 12.97 12.97 3891 2594 1297 390C19 18.19 18.19 5457 3638 1819 390C20 12.22 12.22 3666 2444 1222 780C21 5.77 5.77 1731 1154 577 780C22 12.76 12.76 3828 2552 1276 390C23 15.93 15.93 4779 3186 1593 390C24 10.86 10.86 3258 2172 1086 780C25 2.98 2.98 894 596 298 390C26 5.89 5.89 1767 1178 589 390C27 6.9 6.9 2070 1380 690 390
C28 4.43 4.43 1329 886 443 390
ANCHO TRIBUTARIO P. PROPIO ALIGERADO ACABADOS TABIQUERIA2.3252.3252.325
3.93.9
3.73.73.7
VIGAS HORIZONTAL VIGAS VERTICALBASE PERALTE LONGITUD PESO BASE
0.25 0.4 2.78 667.2 0.250.25 0.4 5.88 1411.2 0.250.25 0.4 3.27 784.8 0.250.25 0.5 2.78 834 0.250.25 0.5 5.96 1788 0.250.25 0.5 3.25 975 0.250.25 0.5 2.96 888 0.250.25 0.5 6.11 1833 0.250.25 0.5 3.22 966 0.250.25 0.5 3.11 933 0.250.25 0.5 6.25 1875 0.250.25 0.5 3.19 957 0.250.25 0.35 1.62 340.2 0.250.25 0.35 3.24 680.4 0.250.25 0.5 4.77 1431 0.250.25 0.5 3.2 960 0.250.25 0.35 1.64 344.4 0.250.25 0.35 3.4 714 0.250.25 0.5 4.84 1452 0.250.25 0.5 3.27 981 0.250.25 0.4 1.64 393.6 0.250.25 0.4 3.79 909.6 0.250.25 0.4 4.65 1116 0.250.25 0.4 3.18 763.2 0.250.25 0.4 1.63 391.2 0.250.25 0.4 3.91 938.4 0.250.25 0.4 4.94 1185.6 0.25
0.25 0.4 2.9 696 0.25
TABIQUERIA25.8181818 40 2033.0909091 40 2038.8181818 40 20
61.1818182 60 3038.8181818 40 20
38.8181818 40 2020.0909091 40 2038.8181818 40 20
m kg kg kgVIGAS VERTICAL P. X PISO C. MUERTA C. VIVA
PERALTE LONGITUD PESO0.4 2 480 5538.3 11076.6 21760.4 2 9013.2 18026.4 45480.4 2 480 6033.9 12067.8 24280.4 3.45 828 8340 16680 39320.4 3.35 804 15144 30288 81080.4 3.27 784.8 8941.8 17883.6 42680.4 3.22 772.8 8290.8 16581.6 39000.4 3.22 772.8 14923.8 29847.6 79520.4 3.22 772.8 8704.8 17409.6 41240.4 2.9 696 7881 15762 36480.4 2.9 696 13869 27738 72720.4 2.9 696 7941 15882 36720.4 3 713.88 4828.08 9656.16 19960.4 1.5 713.88 7856.28 15712.56 40480.4 3 720 11319 22638 58520.4 3 720 8376 16752 39440.4 3.75 900 5702.4 11404.8 24520.4 3.75 900 9786 19572 51880.4 3.75 900 13656 27312 72760.4 3.75 900 9993 19986 48880.4 3.5 840 5475.6 10951.2 23080.4 3.5 840 9795.6 19591.2 51040.4 3.5 840 11904 23808 63720.4 3.5 840 8899.2 17798.4 43440.4 1.2 288 2857.2 5714.4 11920.4 1.9 456 5318.4 10636.8 23560.4 1.9 456 6171.6 12343.2 2760
0.4 1.5 360 4104 8208 1772
kg kg m mC. ULTIMA C. DIS. TEORICA predimensionamiento COLUMNAS
b t AREA 19206.44 25608.58666667 20.1614856 0.2125 0.85 1806.2532968.56 43958.08 26.4149068 0.5 0.25 125021022.52 28030.02666667 21.0931519 0.2125 0.85 1806.25
30036.4 40048.53333333 25.2129135 0.5 0.25 125056186.8 74915.73333333 34.4838893 0.25 0.25 625
32292.64 43056.85333333 26.1427259 0.5 0.25 125029844.24 39792.32 25.1321334 0.5 0.25 125055305.04 73740.05333333 34.2122352 0.25 0.25 62531384.24 41845.65333333 25.7724023 0.5 0.25 1250
28268.4 37691.2 24.4596201 0.5 0.25 125051195.6 68260.8 32.9166335 0.25 0.25 62528477.2 37969.6 24.5497874 0.5 0.25 1250
16911.824 22549.09866667 18.9188319 0.5 0.25 125028879.184 38505.57866667 24.7224526 0.25 0.25 625
41641.6 55522.13333333 29.6867597 0.25 0.25 62530157.6 40210.13333333 25.2637306 0.5 0.25 1250
20135.12 26846.82666667 20.6431612 0.5 0.25 125036220.4 48293.86666667 27.6869881 0.25 0.25 625
50606 67474.66666667 32.7265405 0.25 0.25 62536290 48386.66666667 27.7135766 0.5 0.25 1250
19255.28 25673.70666667 20.1871036 0.5 0.25 125036104.48 48139.30666667 27.6426478 0.25 0.25 625
44163.6 58884.8 30.5725263 0.25 0.25 62532302.56 43070.08 26.146741 0.5 0.25 125010026.56 13368.74666667 14.5671661 0.25 0.25 62518896.72 25195.62666667 19.9982645 0.25 0.25 62521972.48 29296.64 21.5644622 0.25 0.25 625
14503.6 19338.13333333 17.5201169 0.25 0.25 625
P. ESPECIFICO 2.53HF 2 MESF TERRE 10 TON/M2ESF NETO 4.74 TON/M2ZAPATAS
KG AREA LADO322415.625 ok 138.587301 4.05199156 2.01295593 0.9
223125 ok 181.572465 6.95539241 2.63730779 1.4322415.625 ok 144.991448 4.4351308 2.10597502 1.7
223125 ok 173.310127 6.33679325 2.5172988 1111562.5 ok 237.03755 11.8537553 3.4429283 2
223125 ok 179.70153 6.81279325 2.6101328 2.6223125 ok 172.754855 6.29625316 2.50923358 1.7
111562.5 ok 235.170236 11.66773 3.4158059 1.7223125 ok 177.155976 6.62114768 2.57315909 1.9223125 ok 168.132091 5.96379747 2.44208875 1.9
111562.5 ok 226.264447 10.8007595 3.2864509 1.7223125 ok 168.751889 6.0078481 2.45109121 1.6223125 ok 130.045469 3.56789536 1.88888733 1.8
111562.5 ok 169.938765 6.09265485 2.46833038 1.8111562.5 ok 204.062735 8.78514768 2.96397498 1.6
223125 ok 173.659437 6.36236287 2.52237247 1.6223125 ok 141.898273 4.24791561 2.06104721 2.8
111562.5 ok 190.316578 7.6414346 2.76431449 1.7111562.5 ok 224.957774 10.6763713 3.2674717 1.7
223125 ok 190.499344 7.65611814 2.76696913 1.7223125 ok 138.763396 4.06229536 2.01551367 1.7
111562.5 ok 190.011789 7.6169789 2.75988748 2.8111562.5 ok 210.151374 9.31721519 3.05241137 1.7
223125 ok 179.72913 6.81488608 2.61053368 2.7111562.5 ok 100.132712 2.11530802 1.45440985 3.7111562.5 ok 137.465341 3.98664979 1.99665966 4.7111562.5 ok 148.231171 4.6355443 2.15303142 5.7
111562.5 ok 120.430893 3.05983122 1.74923733 6.7
Ver. X cortante directaREACCION NEVn Vc d d final Vn31.6155391 34.175045 34.4717767 0.2494894031 0.3 18.219274122.4275918 106.582999 160.812644 0.7485565886 0.8 14.82914429.69897116 25.5766547 273.912864 1.0493406101 1.05 10.560421940.0485333 107.684756 53.5260962 0.3488565823 0.35 18.900241818.7289333 213.427488 413.497239 1.3475769666 1.4 23.2425196
6.369357 145.854381 776.179666 1.9462541323 2 7.8660753913.7689689 113.464357 273.32121 1.047938604 1.1 11.071941725.5155894 222.067746 273.272367 1.0478228012 1.1 26.902473911.5915937 128.937745 363.616651 1.2475102434 1.3 10.428759610.4407756 28097.9697 88.3249413 0.5 26.838935
23.619654 43557.4207 88.3249413 0.5 50.782256114.831875 21593.4651 88.3249413 0.5 23.731
6.95959835 15700.0351 88.3249413 0.5 15.474871611.8844379 26809.8936 88.3249413 0.5 29.571277721.6883333 31575.6618 88.3249413 0.5 39.804470615.7070833 22867.6654 88.3249413 0.5 25.13133333.42434014 26256.6316 88.3249413 0.5 23.124367516.7106805 30816.4608 88.3249413 0.5 35.927963123.3476355 43055.7867 88.3249413 0.5 50.197416416.7427912 30875.6768 88.3249413 0.5 31.81130338.88363552 16382.469 88.3249413 0.5 16.87890756.14021769 47081.0221 88.3249413 0.5 43.992853820.3753633 37574.5671 88.3249413 0.5 43.80703115.90810425 18541.0213 495.387714 1.5 17.82857340.97653372 4328.34212 1209.66767 2.5 4.569603391.14058971 6531.55342 2231.16482 3.5 6.779799420.90171253 6330.55236 3559.87915 4.5 6.50028648
0.43078934 3581.88663 5195.81068 5.5 3.65030612
Ver. X cortante directa Ver. Cortante punzo.Vc Vn Vc20.7371601 ok -3440.51455 43.7784492 ok86.0208124 ok -3759.91981 178.185968 ok
137.09567 ok 0 274.191339 ok26.8815039 ok 0 53.7630077 ok215.052031 ok -4461.89294 440.856663 ok399.382343 ok -1967.00731 814.125546 ok143.624035 ok -2794.29074 295.696543 ok143.624035 ok -5178.16373 295.696543 ok189.706613 ok -2625.15505 389.397785 ok
0 NO CUMPLE 39152.9086 0 NO CUMPLE0 NO CUMPLE 68566.4661 0 NO CUMPLE0 NO CUMPLE 37297.8033 0 NO CUMPLE0 NO CUMPLE 23069.0216 0 NO CUMPLE0 NO CUMPLE 39393.4161 0 NO CUMPLE0 NO CUMPLE 54539.7794 0 NO CUMPLE0 NO CUMPLE 39498.6949 0 NO CUMPLE0 NO CUMPLE 29882.4035 0 NO CUMPLE0 NO CUMPLE 48510.1225 0 NO CUMPLE0 NO CUMPLE 67776.8125 0 NO CUMPLE0 NO CUMPLE 48603.3381 0 NO CUMPLE0 NO CUMPLE 25788.6714 0 NO CUMPLE0 NO CUMPLE 53582.4291 0 NO CUMPLE0 NO CUMPLE 59148.4812 0 NO CUMPLE0 NO CUMPLE 47734.007 0 NO CUMPLE0 NO CUMPLE 15242.5426 0 NO CUMPLE0 NO CUMPLE 29074.9735 0 NO CUMPLE0 NO CUMPLE 34018.4311 0 NO CUMPLE
0 NO CUMPLE 22536.6175 0 NO CUMPLE
![Analisis Matricial de Estructuras[1]](https://static.fdocumento.com/doc/165x107/5571fcf54979599169983d91/analisis-matricial-de-estructuras1.jpg)
