rigidez-lanchipa corregido

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F´C 210 KG/CM2 E 217,370.65 KG/CM2 E ### TN/M2 PISO 1 RIGIDEZ EN X RIGIDEZ EN EL PORTICO 1 H(altura de columna 4.55 COLUMNAS Ic Lc Kc 1A(C-2) 0.00091145833 4.55 0.000200321 1B(C-5) 0.00032552083 4.55 0.000071543 1C(C-2) 0.00091145833 4.55 0.000200321 1D(T-1) 0.0000703125 4.55 0.000015453 Sumatoria Kcl 0.000487637 VIGAS Ic Lc Kv 1AB(V-102) 0.0005625 3.35 0.00016791045 1BC(V-102) 0.0005625 3.35 0.00016791045 1CD(V-102) 0.0005625 2.05 0.00027439024 0.00061021114 K PORTICO 1 446.97 TN/M MURO F´M 35 KG/CM2 E 17500 KG/CM2 E MURO 175000 TN/M2 t 0.15 h 2.85 l 6.2 K muro 1 14,851.00 TN/M K EJE 1 15,297.97 TN/M F´C 210 KG/CM2

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metrado de rigidez de un bloque de una colegio por medio de las ecuaciones de WILBURG para hallar la rigidez por piso y luego hallar los periodos de cada piso

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RIGIDEZ XFC210KG/CM2FC210KG/CM2FC210KG/CM2E217,370.65KG/CM2E217,370.65KG/CM2E217,370.65KG/CM2E2,173,706.51TN/M2E2,173,706.51TN/M2E2,173,706.51TN/M2PISO 1 RIGIDEZ EN XPISO 2 RIGIDEZ EN XPISO 3 RIGIDEZ EN XRIGIDEZ EN EL PORTICO 1RIGIDEZ EN EL PORTICO 1RIGIDEZ EN EL PORTICO 1H(altura de columna)4.55H(altura de columna)3.35H(altura de columna)3.35hi+10COLUMNASIcLcKcCOLUMNASIcLcKcCOLUMNASIcLcKc1A(C-2)0.00091145834.550.0002003211A(C-2)0.00091145833.350.000272081A(C-2)0.00091145833.350.000272081B(C-5)0.00032552084.550.0000715431B(C-5)0.00032552083.350.000097171B(C-5)0.00032552083.350.000097171C(C-2)0.00091145834.550.0002003211C(C-2)0.00091145833.350.000272081C(C-2)0.00091145833.350.000272081D(T-1)0.00007031254.550.0000154531D(T-1)0.00007031253.350.000020991D(T-1)0.00007031253.350.00002099Sumatoria Kcl0.000487637Sumatoria Kcl0.00066231Sumatoria Kci0.00066231VIGASIcLcKvVIGASIcLcKvVIGASIcLcKv1AB(V-102)0.00056253.350.00016791041AB(V-102)0.00056253.350.00016791041AB(V-102)0.00056253.350.00016791041BC(V-102)0.00056253.350.00016791041BC(V-102)0.00056253.350.00016791041BC(V-102)0.00056253.350.00016791041CD(V-102)0.00056252.050.00027439021CD(V-102)0.00056252.050.00027439021CD(V-102)0.00056252.050.00027439020.00061021110.0006102111Sumatoria Kvi0.0006102111K PORTICO 1446.97TN/MK PORTICO 1705.32TN/MK PORTICO 1848.61TN/M2MUROMUROMUROFM35KG/CM2FM35KG/CM2FM35KG/CM2E17500KG/CM2E17500KG/CM2E17500KG/CM2E MURO175000TN/M2E MURO175000TN/M2E MURO175000TN/M2t0.15t0.15t0.15h2.85h3.05h3.05l6.2l6.2l6.2K muro 114,851.00TN/MK muro 113,447.74TN/MK muro 113,447.74TN/MK EJE 115,297.97TN/MK EJE 114,153.06TN/MK EJE 114,296.35TN/MFC210KG/CM2FC210KG/CM2FC210KG/CM2E217,370.65KG/CM2E217,370.65KG/CM2E217,370.65KG/CM2E2,173,706.51TN/M2E2,173,706.51TN/M2E2,173,706.51TN/M2RIGIDEZ EN EL PORTICO 2RIGIDEZ EN EL PORTICO 2RIGIDEZ EN EL PORTICO 2H(altura de columna)4.55H(altura de columna)3.35H(altura de columna)3.35hi+10COLUMNASIcLcKcCOLUMNASIcLcKcCOLUMNASIcLcKc2A(C-3)0.00641063224.550.0014089302A(C-3)0.00641063223.350.0019136222A(C-3)0.00641063223.350.0019136222C(C-3)0.00641063224.550.0014089302C(C-3)0.00641063223.350.0019136222C(C-3)0.00641063223.350.0019136222D(T-1)0.0000703134.550.0000154532D(T-1)0.0000703133.350.0000209892D(T-1)0.0000703133.350.000020989Sumatoria Kcl0.002833314Sumatoria Kcl0.003848232Sumatoria Kcl0.003848232VIGASIcLcKvVIGASIcLcKvVIGASIcLcKv2AC(V-101)0.0041593756.70.00062080222AC(V-101)0.0041593756.70.00062080222AC(V-101)0.0041593756.70.00062080222CD(V-101)0.0041593752.050.00202896342CD(V-101)0.0041593752.050.00202896342CD(V-101)0.0041593752.050.00202896340.00264976570.00264976570.0026497657K EJE 22,394.46TN/MK EJE 23,463.69TN/MK EJE 24,281.24TN/MFC210KG/CM2FC210KG/CM2FC210KG/CM2E217,370.65KG/CM2E217,370.65KG/CM2E217,370.65KG/CM2E2,173,706.51TN/M2E2,173,706.51TN/M2E2,173,706.51TN/M2RIGIDEZ EN EL PORTICO 3RIGIDEZ EN EL PORTICO 3RIGIDEZ EN EL PORTICO 3H(altura de columna)4.55H(altura de columna)3.35H(altura de columna)3.35hi+10COLUMNASIcLcKcCOLUMNASIcLcKcCOLUMNASIcLcKc3A(C-4)0.001044.550.0002289383A(C-4)0.001043.350.0003109453A(C-4)0.001043.350.0003109453B(C-5)0.00032552084.550.0000715433B(C-5)0.00032552083.350.0000971703B(C-5)0.00032552083.350.0000971703C(C-4)0.001044.550.0002289383C(C-4)0.001043.350.0003109453C(C-4)0.001043.350.0003109453D(T-1)0.000070314.550.0000154533D(T-1)0.000070313.350.0000209893D(T-1)0.000070313.350.000020989Sumatoria Kcl0.000544872Sumatoria Kcl0.000740050Sumatoria Kcl0.000740050VIGASIcLcKvVIGASIcLcKvVIGASIcLcKv3AB(V-102)0.00056253.350.00016791043AB(V-102)0.00056253.350.00016791043AB(V-102)0.00056253.350.00016791043BC(V-102)0.00056253.350.00016791043BC(V-102)0.00056253.350.00016791043BC(V-102)0.00056253.350.00016791043CD(V-102)0.00056252.050.00027439023CD(V-102)0.00056252.050.00027439023CD(V-102)0.00056252.050.00027439020.00061021110.00061021110.0006102111K PORTICO 3484.9882TN/MK PORTICO 3740.98TN/MK PORTICO 3900.77TN/MMUROMUROMUROFM35KG/CM2FM35KG/CM2FM35KG/CM2E17500KG/CM2E17500KG/CM2E17500KG/CM2E MURO175000TN/M2E MURO175000TN/M2E MURO175000TN/M2t0.15t0.15t0.15h2.85h3.05h3.05l6.2l6.2l6.2K muro 314,851.00TN/MK muro 313,447.74TN/MK muro 313,447.74TN/MK EJE 315,335.99TN/MK EJE 314,188.72TN/MK EJE 314,348.51TN/MFC210KG/CM2FC210KG/CM2FC210KG/CM2E217,370.65KG/CM2E217,370.65KG/CM2E217,370.65KG/CM2E2,173,706.51TN/M2E2,173,706.51TN/M2E2,173,706.51TN/M2RIGIDEZ EN EL PORTICO 4RIGIDEZ EN EL PORTICO 4RIGIDEZ EN EL PORTICO 4H(altura de columna)4.55H(altura de columna)3.35H(altura de columna)3.35hi+10COLUMNASIcLcKcCOLUMNASIcLcKcCOLUMNASIcLcKc4A(C-3)0.00641063224.550.0014089304A(C-3)0.00641063223.350.0019136224A(C-3)0.00641063223.350.0019136224C(C-3)0.00641063224.550.0014089304C(C-3)0.00641063223.350.0019136224C(C-3)0.00641063223.350.0019136224D(T-1)0.0000703134.550.0000154534D(T-1)0.0000703133.350.0000209894D(T-1)0.0000703133.350.000020989Sumatoria Kcl0.002833314Sumatoria Kcl0.003848232Sumatoria Kcl0.003848232VIGASIcLcKvVIGASIcLcKvVIGASIcLcKv4AC(V-101)0.0041593756.70.00062080224AC(V-101)0.0041593756.70.00062080224AC(V-101)0.0041593756.70.00062080224CD(V-101)0.0041593752.050.00202896344CD(V-101)0.0041593752.050.00202896344CD(V-101)0.0041593752.050.00202896340.00264976570.00264976570.0026497657K EJE 42,394.46TN/MK EJE 43,463.69TN/MK EJE 44,281.24TN/MFC210KG/CM2FC210KG/CM2FC210KG/CM2E217,370.65KG/CM2E217,370.65KG/CM2E217,370.65KG/CM2E2,173,706.51TN/M2E2,173,706.51TN/M2E2,173,706.51TN/M2RIGIDEZ EN EL PORTICO 5RIGIDEZ EN EL PORTICO 5RIGIDEZ EN EL PORTICO 5H(altura de columna)4.55H(altura de columna)3.35H(altura de columna)3.35hi+10COLUMNASIcLcKcCOLUMNASIcLcKcCOLUMNASIcLcKc5A(C-2)0.00091145834.550.0002003215A(C-2)0.00091145833.350.0002720775A(C-2)0.00091145833.350.0002720775B(C-5)0.00032552084.550.0000715435B(C-5)0.00032552083.350.0000971705B(C-5)0.00032552083.350.0000971705C(C-2)0.00091145834.550.0002003215C(C-2)0.00091145833.350.0002720775C(C-2)0.00091145833.350.0002720775D(T-1)0.00007031254.550.0000154535D(T-1)0.00007031253.350.0000209895D(T-1)0.00007031253.350.000020989Sumatoria Kcl0.000487637Sumatoria Kcl0.000662313Sumatoria Kcl0.000662313VIGASIcLcKvVIGASIcLcKvVIGASIcLcKv5AB(V-102)0.00056253.350.00016791045AB(V-102)0.00056253.350.00016791045AB(V-102)0.00056253.350.00016791045BC(V-102)0.00056253.350.00016791045BC(V-102)0.00056253.350.00016791045BC(V-102)0.00056253.350.00016791045CD(V-102)0.00056252.050.00027439025CD(V-102)0.00056252.050.00027439025CD(V-102)0.00056252.050.00027439020.00061021110.00061021110.0006102111K PORTICO 5446.97TN/MK PORTICO 5705.32TN/MK PORTICO 5848.61TN/MMUROMUROMUROFM35KG/CM2FM35KG/CM2FM35KG/CM2E17500KG/CM2E17500KG/CM2E17500KG/CM2E MURO175000TN/M2E MURO175000TN/M2E MURO175000TN/M2t0.15t0.15t0.15h2.85h3.05h3.05l6.2l6.2l6.2K muro 514,851.00TN/MK muro 513,447.74TN/MK muro 513,447.74TN/MK EJE 515,297.97TN/MK EJE 514,153.06TN/MK EJE 514,296.35TN/MEJESKdxK DXEJESKdxK DXEJESKdxK DX115,297.970.1251,912.25114,153.060.1251,769.13114,296.350.1251,787.0422,394.464.2410,152.5123,463.694.2414,686.0524,281.244.2418,152.47315,335.998.38128,515.58314,188.728.38118,901.47314,348.518.38120,240.5242,394.4612.529,930.7443,463.6912.543,296.1344,281.2412.553,515.54515,297.9716.63254,405.18514,153.0616.63235,365.35514,296.3516.63237,748.33SUMATORIA50,720.84424,916.25SUMATORIA49,422.22414,018.13SUMATORIA51,503.70431,443.91CRX PISO 18.3775mCRX PISO 28.3772mCRX PISO 38.3769mCOLUMNA C-3 TEE (INERCIA)ELEMENTOLARGOANCHOAREAdxdyAdxAdyIxDYA DY DYIyDXA DX DX10.80.250.20.40.130.080.0250.00104166670.090.00145674790.01066666670.00020.30.30.090.40.400.0360.0360.000675-0.190.00323721760.0006750.0000.290.1160.0610.00171666670.00469396550.01134166670CX0.40Ixx0.0064106322CY0.21Iyy0.0113416667Para la siguiente clase, peso, masa, CMx CMy de todos los niveles. 2 PUNTOS DEL PARCIAL.
RIGIDEZ YFC210KG/CM2FC210KG/CM2FC210KG/CM2E217,370.65KG/CM2E217,370.65KG/CM2E217,370.65KG/CM2E2,173,706.51TN/M2E2,173,706.51TN/M2E2,173,706.51TN/M2PISO 1 RIGIDEZ EN YPISO 2 RIGIDEZ EN YPISO 3 RIGIDEZ EN YRIGIDEZ EN EL PORTICO ARIGIDEZ EN EL PORTICO ARIGIDEZ EN EL PORTICO AH(altura de columna)4.55H(altura de columna)3.35H(altura de columna)3.35hi+10COLUMNASIcLcKcCOLUMNASIcLcKcCOLUMNASIcLcKcA1(C-2)0.00091145834.550.000200321A1(C-2)0.00091145833.350.000272077A1(C-2)0.00091145833.350.000272077A2(C-3)0.01134166674.550.002492674A2(C-3)0.01134166673.350.003385572A2(C-3)0.01134166673.350.003385572A3(C-4)0.00104166674.550.000228938A3(C-4)0.00104166673.350.000310945A3(C-4)0.00104166673.350.000310945A4(C-3)0.01134166674.550.002492674A4(C-3)0.01134166673.350.003385572A4(C-3)0.01134166673.350.003385572A5(C-2)0.00091145834.550.000200321A5(C-2)0.00091145833.350.000272077A5(C-2)0.00091145833.350.000272077Sumatoria Kcl0.005614927Sumatoria Kcl0.007626244Sumatoria Kcl0.007626244VIGASIcLcKvVIGASIcLcKvVIGASIcLcKvA12(V-103)0.00089322924.120.000216803A12(V-103)0.00089322924.120.000216803A12(V-103)0.00089322924.120.000216803A23(V-103)0.00089322924.130.000216278A23(V-103)0.00089322924.130.000216278A23(V-103)0.00089322924.130.000216278A34(V-103)0.00089322924.130.000216278A34(V-103)0.00089322924.130.000216278A34(V-103)0.00089322924.130.000216278A45(V-103)0.00089322924.130.000216278A45(V-103)0.00089322924.130.000216278A45(V-103)0.00089322924.130.0002162780.0008656380.0008656380.000865638K PORTICO A2,278.27TN/MK PORTICO A1,672.41TN/MK PORTICO A2,330.04TN/MFC210KG/CM2FC210KG/CM2FC210KG/CM2E217,370.65KG/CM2E217,370.65KG/CM2E217,370.65KG/CM2E2,173,706.51TN/M2E2,173,706.51TN/M2E2,173,706.51TN/M2RIGIDEZ EN EL PORTICO B RIGIDEZ EN EL PORTICO B RIGIDEZ EN EL PORTICO B H(altura de columna)4.55H(altura de columna)3.35H(altura de columna)3.35hi+10COLUMNASIcLcKcCOLUMNASIcLcKcCOLUMNASIcLcKcB1(C-5)0.00032552084.550.000071543B1(C-5)0.00032552083.350.000097170B1(C-5)0.00032552083.350.000097170B3(C-5)0.00032552084.550.000071543B3(C-5)0.00032552083.350.000097170B3(C-5)0.00032552083.350.000097170B5(C-5)0.00032552084.550.000071543B5(C-5)0.00032552083.350.000097170B5(C-5)0.00032552083.350.000097170Sumatoria Kcl0.000214629Sumatoria Kcl0.000291511Sumatoria Kcl0.000291511VIGASIcLcKvVIGASIcLcKvVIGASIcLcKvB13(VCH-1)0.00028.250.000024242B13(VCH-1)0.00028.250.000024242B13(VCH-1)0.00028.250.000024242B35(VCH-1)0.00028.250.000024242B35(VCH-1)0.00028.250.000024242B35(VCH-1)0.00028.250.0000242420.0000484850.0000484850.000048485K PORTICO B103.3382TN/MK PORTICO B89.73TN/MK PORTICO B122.98TN/MFC210KG/CM2FC210KG/CM2FC210KG/CM2E217,370.65KG/CM2E217,370.65KG/CM2E217,370.65KG/CM2E2,173,706.51TN/M2E2,173,706.51TN/M2E2,173,706.51TN/M2RIGIDEZ EN EL PORTICO CRIGIDEZ EN EL PORTICO CRIGIDEZ EN EL PORTICO CH(altura de columna)4.55H(altura de columna)3.35H(altura de columna)3.35hi+10COLUMNASIcLcKcCOLUMNASIcLcKcCOLUMNASIcLcKcC1(C-2)0.00091145834.550.000200321C1(C-2)0.00091145833.350.000272077C1(C-2)0.00091145833.350.000272077C2(C-3)0.01134166674.550.002492674C2(C-3)0.01134166673.350.003385572C2(C-3)0.01134166673.350.003385572C3(C-4)0.00104166674.550.000228938C3(C-4)0.00104166673.350.000310945C3(C-4)0.00104166673.350.000310945C4(C-3)0.01134166674.550.002492674C4(C-3)0.01134166673.350.003385572C4(C-3)0.01134166673.350.003385572C5(C-2)0.00091145834.550.000200321C5(C-2)0.00091145833.350.000272077C5(C-2)0.00091145833.350.000272077Sumatoria Kcl0.005614927Sumatoria Kcl0.007626244Sumatoria Kcl0.007626244VIGASIcLcKvVIGASIcLcKvVIGASIcLcKvC12(V-103)0.00089322924.120.000216803C12(V-103)0.00089322924.120.000216803C12(V-103)0.00089322924.120.000216803C23(V-103)0.00089322924.130.000216278C23(V-103)0.00089322924.130.000216278C23(V-103)0.00089322924.130.000216278C34(V-103)0.00089322924.130.000216278C34(V-103)0.00089322924.130.000216278C34(V-103)0.00089322924.130.000216278C45(V-103)0.00089322924.130.000216278C45(V-103)0.00089322924.130.000216278C45(V-103)0.00089322924.130.0002162780.0008656380.0008656380.000865638K PORTICO C2,278.27TN/MK PORTICO C1,672.41TN/MK PORTICO C2,330.04TN/MFC210KG/CM2FC210KG/CM2FC210KG/CM2E217,370.65KG/CM2E217,370.65KG/CM2E217,370.65KG/CM2E2,173,706.51TN/M2E2,173,706.51TN/M2E2,173,706.51TN/M2RIGIDEZ EN EL PORTICO DRIGIDEZ EN EL PORTICO DRIGIDEZ EN EL PORTICO Dhi+10H(altura de columna)4.55H(altura de columna)3.35H(altura de columna)3.35COLUMNASIcLcKcCOLUMNASIcLcKcCOLUMNASIcLcKcD1(T-1)0.00032552084.550.000071543D1(T-1)0.00032552083.350.000097170D1(T-1)0.00032552083.350.000097170D2(T-1)0.00032552084.550.000071543D2(T-1)0.00032552083.350.000097170D2(T-1)0.00032552083.350.000097170D3(T-1)0.00032552084.550.000071543D3(T-1)0.00032552083.350.000097170D3(T-1)0.00032552083.350.000097170D4(T-1)0.00032552084.550.000071543D4(T-1)0.00032552083.350.000097170D4(T-1)0.00032552083.350.000097170D5(T-1)0.00032552084.550.000071543D5(T-1)0.00032552083.350.000097170D5(T-1)0.00032552083.350.000097170Sumatoria Kcl0.000357715Sumatoria Kcl0.000485852Sumatoria Kcl0.000485852VIGASIcLcKvVIGASIcLcKvVIGASIcLcKvC12(V-b)0.00014.120.000024272C12(V-b)0.00014.120.000024272C12(V-b)0.00014.120.000024272C23(V-b)0.00014.130.000024213C23(V-b)0.00014.130.000024213C23(V-b)0.00014.130.000024213C34(V-b)0.00014.130.000024213C34(V-b)0.00014.130.000024213C34(V-b)0.00014.130.000024213C45(V-b)0.00014.130.000024213C45(V-b)0.00014.130.000024213C45(V-b)0.00014.130.0000242130.0000969110.0000969110.000096911K PORTICO D186.91TN/MK PORTICO D174.75TN/MK PORTICO D237.24TN/MEJESKdxK DXEJESKdxK DXEJESKdxK DXA2,278.278.8320,117.15A1,672.418.8314,767.34A2,330.048.8320,574.22B103.345.48566.29B89.735.48491.74B122.985.48673.95C2,278.272.134,852.72C1,672.412.133,562.22C2,330.042.134,962.98D186.910.0814.95D174.750.0813.98D237.240.0818.98SUMATORIA4,846.7925,551.12SUMATORIA3,609.2918,835.28SUMATORIA5,020.2926,230.13CRY PISO 15.2718mCRY PISO 25.2186mCRY PISO 35.2248mCOLUMNA C-3 TEE (INERCIA)ELEMENTOLARGOANCHOAREA10.80.250.220.30.30.090.29dxdyAdxAdyIxDYA DY DYIyDXA DX DXCX0.40.130.080.0250.00104166670.090.00145674790.01066666670.000CY0.40.400.0360.0360.000675-0.190.00323721760.0006750.0000.1160.0610.00171666670.00469396550.011341666700.40Ixx0.00641063220.21Iyy0.0113416667Para la siguiente clase, peso, masa, CMx CMy de todos los niveles. 2 PUNTOS DEL PARCIAL.