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Cross_8 y 12apoyos_Calculo del acero losa 3apoyos_Vigas_Columna
Aurimar Pereira
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Cross_8apoyos -0.38 -0.62 -0.55 -0.45 -0.432 -0.568 -0.568 -0.432 -0.45 -0.55 -0.68 -0.32 1880.31 -608.2 608.2 -1253.54 1253.54 -727.68 727.68 -942.49 942.49 -808.92 808.92 -3028.7 -483.4018 -788.7082 -394.3541 467.862345 233.9311725 -431.56138598 -215.78069299 186.0151793717 93.0075896858 -124.6176743272 -62.3088371636 730.2684278924 -130.0042581145 285.9158775 571.831755 -164.11489326 -328.22978652 122.2877568092 244.5755136183 -50.9799576793 -101.9599153586 775.9102046356 1551.8204092712 73.9505300308 Azul= Factores de distribucion -13.3320861771 56.2005912224 112.4011824447 -40.2508930031 -80.5017860062 64.0589700571 128.1179401143 -174.579796043 -349.159592086 -426.7506125496 -213.3753062748 7.7262269416 Verde= Momentos de empotramientos -1.3937842274 -212.1122106079 -106.0561053039 91.9646038184 45.9823019092 -105.8449408601 -52.92247043 97.441813608 48.720906804 -35.4402001432 -17.7201000716 0.8235016902 Rojo= Momentos ultimos (para diagramas) -0.14896374 29.1654289586 58.3308579172 47.7252473868 23.8626236934 -39.6719177423 -19.8359588711 31.4316414581 15.7158207291 78.5724381578 157.1448763155 0.0889891825 -0.0162393995 5.9190083496 11.8380166992 -15.0865039302 -30.1730078603 20.6633939215 41.3267878431 -14.4982636949 -28.9965273899 -43.2148409868 -21.6074204934 -21.7523511311 -10.8761755655 -6.4371627956 -12.8743255912 9.1382856876 18.2765713753 -17.6787985855 -35.357597171 -5.0740773984 -2.5370386992 2.9909482805 5.981896561 9.6856500266 4.8428250133 -16.927354018 -8.463677009 13.9004909052 6.9502454526 8.2091161255 16.4182322509 0.6769049496 1.3538098992 4.8942790045 2.4471395022 -4.1406998448 -2.0703499224 4.5506996344 2.2753498172 -4.515013869 -2.2575069345 -2.2740690027 -1.1370345013 -1.5746323354 -3.1492646707 2.9916636485 5.983327297 -2.0757589357 -4.1515178714 -0.6318716947 -0.3159358473 0.3126844879 0.6253689757 -0.8868402086 -1.7736804173 1.1140780582 2.2281561163 -1.8470511282 -3.6941022565 0.8749705458 1.7499410917 0.0793253543 0.1586507086 1.1076626448 0.5538313224 -2.3320612894 -1.1660306447 1.6946539476 0.8473269738 -0.4812338002 -0.2406169001 -0.2430461021 -0.1215230511 0.5116655256 0.2558327628 -0.4598892004 -0.2299446002 0.6030613058 0.3015306529 -0.0749485907 -0.0374742953 0.033418839 0.0668376781 -0.1748874424 -0.3497748848 0.3964569695 0.7929139391 -0.258492966 -0.516985932 0.0945510065 0.1891020129 0.0093164227 0.0186328454 -0.1135683914 -0.2271367828 0.1293226202 0.2586452404 -0.1968683728 -0.3937367456 -0.0520030535 -0.0260015268 -0.0264958623 -0.0132479311 0.1298051252 0.0649025626 -0.298642807 -0.1493214035 0.1967160984 0.0983580492 0.054685373 0.0273426865 -0.0523953015 -0.0261976507 0.0758242314 0.0379121157 -0.0199249738 -0.0398499476 0.0498474114 0.0996948228 -0.0306607871 -0.0613215742 -0.013952927 -0.027905854 0.0147494728 0.0294989457 -0.0212739765 -0.0425479529 0.0152450554 0.0076225277 -0.0366910303 -0.0183455151 0.0224358179 0.0112179089 1252.0128683415 -1252.0128683415 858.2488223761 -858.2620703073 1108.1690759452 -1108.1614534175 868.7060602755 -868.7244057907 586.1224138511 -586.1111959421 2215.8163227357 -2215.8423242624 Cross_12apoyos Azul=Factores de distribucion Verde= Momentos de empotramientos Amarillo= Momentos ultimos (para diagramas) -0.2 -0.8 -0.76 -0.24 -0.48 -0.52 -0.25 -0.75 -0.75 -0.25 -0.5 -0.5 -0.25 -0.75 -0.76 -0.24 -0.55 -0.45 -0.25 -0.75 166.15 -19.44 44.24 -188.18 188.18 -247 166.15 -19.44 44.24 -169.28 169.28 -247 166.15 -19.44 44.24 -188.18 188.18 -380.29 275.22 -19.44 -29.34 -117.37 -58.68 48.63 24.31 17.94 8.97 -116.76 -58.38 45.86 22.93 27.40 13.70 -120.31 -60.15 48.98 24.49 75.43 37.71 -220.12 -14.28 77.00 153.99 8.28 16.56 -19.46 -38.92 68.78 137.57 13.70 27.40 -20.05 -40.10 77.56 155.11 46.10 92.19 -36.69 -73.37 -6.85 -2.16 -5.62 -11.24 6.50 13.01 -7.64 -15.28 -7.68 -15.35 6.77 13.54 -7.03 -14.05 -21.35 -42.70 10.09 20.18 16.51 8.25 -0.15 -0.33 -57.10 -28.55 -3.55 -1.77 14.09 7.05 -45.83 -22.92 -5.12 -2.56 13.54 6.77 -42.15 -21.08 -13.48 -6.74 1.76 0.88 0.01 -0.05 10.85 21.70 6.85 3.43 -0.86 -0.43 -4.96 -2.48 6.35 3.17 -0.31 -0.15 -4.96 -2.48 5.65 2.83 -1.14 -2.28 -0.03 -0.06 -0.40 -0.79 -0.83 -1.65 9.52 19.05 -0.15 -0.31 -0.83 -1.65 8.95 17.90 1.08 2.15 0.51 0.26 -8.65 -4.33 0.48 0.96 -1.18 -2.35 -0.12 -0.24 0.47 0.94 -1.05 -2.11 -0.53 -1.06 0.31 0.63 -0.10 -0.05 1.64 3.29 -0.02 -0.01 1.04 0.52 -7.05 -3.53 -0.08 -0.04 0.94 0.47 -6.32 -3.16 -0.33 -0.17 -0.03 -0.05 0.03 0.05 1.04 0.52 -0.26 -0.13 -0.29 -0.15 0.92 0.46 -0.21 -0.10 -0.27 -0.14 0.79 0.40 0.01 0.01 -1.34 -0.67 -0.12 -0.24 -0.05 -0.10 1.38 2.75 -0.10 -0.21 -0.05 -0.09 1.25 2.50 -0.06 -0.13 -0.03 -0.01 0.25 0.51 0.05 0.11 -0.17 -0.35 0.02 0.04 0.05 0.10 -0.16 -0.32 0.02 0.04 0.01 0.01 0.00 0.00 0.01 0.01 0.02 0.01 0.12 0.06 -1.05 -0.52 0.01 0.01 0.10 0.05 -0.96 -0.48 0.01 0.01 -0.00 -0.21 0.16 0.08 -0.05 -0.02 -0.03 -0.01 0.13 0.07 -0.04 -0.02 -0.02 -0.01 0.12 0.06 -0.02 -0.04 -0.00 -0.01 0.20 0.40 -0.02 -0.04 -0.00 -0.01 0.19 0.37 -0.02 -0.04 0.01 0.01 -0.03 -0.05 0.00 0.01 0.01 0.01 -0.02 -0.05 0.01 0.01 -0.00 -0.00 0.00 0.02 -0.15 0.00 0.01 -0.14 0.00 119.9827932532 -119.9827932532 120.2613389283 -120.2613389283 244.3172948393 -244.3172948393 123.451690821 -123.451690821 100.4847819791 -100.4847819791 234.7533520109 -234.7533520109 128.481900673 -128.481900673 88.9348071168 -88.9348071168 324.0513407281 -324.0513407281 246.5596651597 -246.5596651597 Losa 3apoyos_Calculo del acero Cp= 484.8 484.8 484.8 Rab=Rba 0.7731958763 Fdba= -0.5570776256 -1 Cv= 160 3.88 4.88 Rbc=Rcb 0.6147540984 Fdbc= -0.4429223744 Momento de empotramiento Mea-Meba 608.19776 Meba 912.29664 -0.5570776256 -0.4429223744 Mebc-Mecb 962.10176 Mebc -1443.15264 912.29664 -1443.15264 295.728 235.128 1208.02464 -1208.02464 Despiece y Diagramas 484.8 1208.02464 -1208.02464 484.8 629.165443299 629.165443299 1251.858556701 2682.3165894879 1430.4580327869 935.3659672131 935.3659672131 0 EC izq 629.165443299 EC izq 1430.4580327869 EC derec 1251.858556701 EC derec 935.3659672131 X 1.2977835052 X 2.9506147541 Mmax 408.2602671634 Mmax 902.3406483298 644.8 484.8 3.88 4.88 Momento de empotramiento Mea-Meba 808.9230933333 Meba 1213.38464 -0.5570776256 -0.4429223744 Mebc-Mecb 962.10176 Mebc -1443.15264 1213.38464 -1443.15264 127.9986118721 101.7693881279 1341.3832518721 -1341.3832518721 Despiece y Diagramas 644.8 1341.3832518721 -1341.3832518721 484.8 905.1946670433 905.1946670433 1596.6293329567 3054.4149501437 1457.7856171869 908.0383828131 908.0383828131 EC izq 905.1946670433 EC derec 1596.6293329567 X 1.4038378831 Mmax 635.373282602 484.8 644.8 3.88 4.88 Momento de empotramiento Mea-Meba 608.19776 Meba 912.29664 -0.5570776256 -0.4429223744 Mebc-Mecb 1279.6270933333 Mebc -1919.44064 912.29664 -1919.44064 561.0573881279 446.0866118721 1473.3540281278 -1473.3540281278 Despiece y Diagramas 484.8 1473.3540281278 -1473.3540281278 644.8 560.7815803794 560.7815803794 1320.2424196206 3195.4712286632 1875.2288090426 1271.3951909574 1271.3951909574 EC izq 1875.2288090426 EC derec 1271.3951909574 X 2.9082332646 Mmax 1253.4473725106 644.8 644.8 3.88 4.88 Momento de empotramiento Mea-Meba 808.9230933333 Meba 1213.38464 -0.5570776256 -0.4429223744 Mebc-Mecb 1279.6270933333 Mebc -1919.44064 1213.38464 -1919.44064 393.328 312.728 1606.71264 -1606.71264 Despiecey Diagramas 644.8 1606.71264 -1606.71264 644.8 836.8108041237 836.8108041237 1665.0131958763 3567.5695893189 1902.5563934426 1244.0676065574 1244.0676065574 EC izq 836.8108041237 EC izq 1902.5563934426 EC derec 1665.0131958763 EC derec 1244.0676065574 X 1.2977835052 X 2.9506147541 Mmax 542.9996292635 Mmax 1200.142842498 M 1606.71264 Envolvente b= 25 e= 35 d= 28 905.1946670433 1244.0676065574 fy= 4200 f¨c= 250 Corte Mu 292.46 836.8108041237 1271.3951909574 R 0.000066 q 0.000066 qmax 0.2168 q<qmax TRUE 1606.71264 Flexion As 0.003 As/2 0.001 Asmin 2.333 Asmin/2 1.167 635.373282602 1253.4473725106 As>Asmin FALSE Asmin 1.27 Aquí en la envolvente, se realizo un solo calculo para un solo Mu. Se debe llenar las casillas que estan con color azul, despues se debe colocar el valor del Mu a necesitar en el recuadro, y aquí nos dara la cantidad de acero a utilizar. Nota: Solo da la cantidad de acero para una sola cabilla, bien sea de 1/2 o 5/8. Si el q<qmas llega a dar FALSO la seccion es doblemente armada, se debe hacer el procedimiento para este. :) Aurima Pereira C.I.: 20224458 Cp 1M 2M 3M Hoja4 Viga.Portico 3apoyos 35.93 252.00 1637.24 1992.43 H= 35 2.6 5.130 1.085 B= 25 0.25 H 0.35 B 252.00 2617.77 3182.70 2.6 Distancias 1 - I 4.17 I - 2 1.21 2. - 3. 4.49 4. - 5 5.38 5. -6. 4.49 6=3-Volado 2.00 5.13 4.24 1.875 Eliminar volado Rigidez EI Factor de Distribucion Techo Entre-piso R1-2=R2-1 0.78 1 para 2 -0.34 -1 3735.81 5967.56 R2-3=R3-2 0.94 1 para4 -0.66 3502.32 5594.59 R1-4=4-1 1.54 2 para 1 -0.24 -1 R2-5=R5-2 1.54 2 para 3 -0.29 R3-6=R6-3 1.54 2 para 5 -0.47 Techo R4-5=R5-4 0.78 3 para 2 -0.38 -1 ME1-I 273.86 R5-6=R6-5 0.94 3 para 6 -0.62 MEI-2 136.85 R4-Fund 1.54 4 para 1 -0.40 -1 ME2-3 2452.80 R5-Fund 1.54 4 para 5 -0.20 R6-Fund 1.54 4 para Fund -0.40 Entre-piso 5 para 2 -0.32 -1 ME4-5 552.65 5 para 4 -0.16 ME5-6 3921.77 5 para 6 -0.20 5 para Fund -0.32 6 para 5 -0.23 -1 6 para 3 -0.38 6 para Fund -0.38 -0.34 -0.24 -0.29 -0.38 -0.66 -273.86 136.85 -2452.80 2452.80 -0.62 m del volado 0.00 -64.31 370.75 741.51 -785.76 -1571.52 3502.32 M del Volado mitad de abajo 116.64 -32.59 -16.30 897.15 448.58 -1820.82 mitad de abajo -41.14 Mitad de Abajo 592.14 -118.65 -237.30 -2562.79 mitad de abajo -55.76 -54.65 -109.30 -132.24 -66.12 175.70 mitad de abajo 36.98 -20.85 -10.43 5.63 11.26 -386.98 mitad de abajo -4.15 Mitad de Abajo 4.54 0.07 0.04 36.49 mitad de abajo 3.26 0.03 0.06 0.25 0.51 18.37 mitad de abajo 0.00 18.74 9.37 -1.84 -0.92 -1.37 mitad de abajo 0.11 Mitad de Abajo -3.26 0.20 0.40 0.83 mitad de abajo -0.05 -0.76 -1.52 -0.40 -0.20 -0.12 mitad de abajo 0.04 1.65 0.83 0.05 0.10 0.65 Mitad de Abajo 0.38 -0.04 -0.07 mitad de abajo -0.17 -0.33 0.17 0.05 0.03 Mitad de Abajo 0.07 -0.02 -0.04 0.02 -8.36 8.36 1344.60 -2588.38 1037.63 -1037.63 -0.47 1463.05 -215.66 0.12 -3.00 -0.66 -0.07 1243.78 -4685.31 80.84 -0.04 -0.02 0.08 Mitad de Arriba mitad de arriba 0.02 -0.14 -0.10 1187.77 621.89 0.32 Mitad de Arriba mitad de arriba 0.05 -0.25 0.01 0.41 Mitad de Arriba mitad de arriba 1.63 -2.75 -8.29 0.03 9.18 Mitad de Arriba mitad de arriba 18.49 0.14 -0.03 Mitad de Arriba 72.98 -111.51 0.75 -0.33 Mitad de Arriba -193.49 Mitad de Arriba mitad de arriba -20.57 -6.52 -1.50 Mitad de Arriba 351.40 233.29 9.08 0.06 Mitad de Arriba -1281.39 Mitad de Arriba mitad de arriba -32.15 1184.29 -107.83 Mitad de Arriba -3641.64 -0.40 -0.32 731.53 Mitad de Arriba -0.38 -0.20 -0.16 -0.20 -0.23 AQUÍ CERRE -0.40 -552.65 552.65 -3921.77 3921.77 -0.38 M del volado 0.00 233.29 118.23 59.12 -1116.54 -2233.08 5594.59 M del Volado -111.51 300.11 600.22 726.21 363.11 -3641.64 -8.29 -56.52 -28.26 107.74 215.48 351.40 0.01 2.30 4.60 5.57 2.79 72.98 -0.10 -4.20 -2.10 22.38 44.75 -2.75 -0.02 -1.65 -3.30 -4.00 -2.00 -0.25 MITAD 0.00 0.00 -0.84 -1.69 -0.14 0.19 0.38 0.46 0.23 -0.04 -0.05 -0.02 -0.08 -0.15 MITAD 0.03 0.07 0.08 0.04 -0.01 -0.01 -0.04 -0.09 0.01 0.02 0.01 -0.02 113.37 -194.21 1183.37 -4180.80 2311.15 2374.16 -0.32 116.64 592.14 1184.29 -1820.82 -55.76 4.54 9.08 175.70 -4.15 -3.26 -6.52 36.49 0.00 0.38 MITAD 0.75 -1.37 -0.05 0.07 0.14 -0.12 -0.01 0.01 0.03 -0.07 -0.02 56.68 593.89 1187.77 -1610.22 VERIFICACION 0.00 8.36 35.93 252.00 1344.60 -2588.38 1637.24 1037.63 -8.36 -1344.60 -1037.63 1 0 2588.38 2 0 3 0 8.36 -1243.78 1037.63 -8.36 1243.78 -1037.63 80.84 1809.66 -4685.31 -194.21 252.00 1183.37 -4180.80 2617.77 2311.15 -80.84 -1183.37 4685.31 -113.37 4 -1809.66 5 -2311.15 6 0 0 -1187.77 0 -2374.16 194.21 4180.80 113.37 1187.77 2374.16 56.68 593.89 -1610.22 1 2 3 4 5 6 1 2 3 4 5 6 I Columna Columna ۷= 0.65 Pu (kg)= 834.55 recub= 3.5 f"c= 212.5 Mu (kg*m)= 939.3 δ= 1 Ag= 400 fc(kg/cm2)= 250 Altura= 2.55 fy(kg/cm2)= 4200 ۷concreto= 2400 ax(cm)= 20 Viga amarre= FUERZA 540.79 ay(cm)= 20 MOMENT 939.3 Columna con ligadura ǿ1= 1 Si Pu> 0,1*fc*Ag 834.55 10000 TRUE ǿ1= 1.262 1.286 Si Pu< 0,1*fc*Ag TRUE 834.55 10000 TRUE Ừ= 0.008 (Mu) ώ= 0.044 A= 0.0038 √= 0.83 B= 0.24 w= 0.200 ℓ= 0.0101 101.22% Ast= 4.0488 1.27 3.188 4BARRAS As= 5.08
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