Tutorial Paso a Paso Fuerza Horizontal Equivalente FHE-1-2015 Parte 1 (1)
Hoja de Calculo de la FHE y Derivas
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Ing. Civil Jairo Augusto Restrepo B. TP. 68202-186904STD Teléfono: 6344696 Cel: 317 6578130 E-mail:[email protected] Calle 36 # 28–13 local 13 Placa 1 y 2 ancho alto largo VIGAS 35x25 0.35 0.25 27 VIGAS 30x25 0.3 0.25 13.15 VIGUETAS 0 0 0 COLUMNAS 30x30 0.3 0.3 38 Placa VIGAS 40x35 VIGAS 50x35 VIGUETAS COLUMNAS 24cm2 CAJA ASCENSOR Masa (Ton) placa1 104.22 placa 2 104.22 placa 3 68.40 placa4 68.40 placa5 68.40 placa6 68.40 placa7 68.40 placa8 68.40 placa9 68.40 placa10 68.40 placa11 68.40 PTotal (Ton) 824.03 P=M*g CALCULO DEL PERIODO FUNDAMENTAL α 0.9 nsr10 / Tabla A.4. Ct 0.047 nsr10 / Tabla A.4. hn 9.5 Altura edificio Ta 0.36 nsr10 / A.4.2-3 k= 0.928 nsr10 / A.4.3-3 Tc 0.647 nsr10 / A.2.6-1 TL 3.72 nsr10 / A.2.6-4 DETERMINACIÓN DEL CORTANTE BASAL nsr10 / A.2.6.1.2 ok Aa 0.25 region 5 nsr10 / Prefacio fi ok I 1.00 nsr10 / A.2.5.1.4 y
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Hoja de exel para el calculo das la FHE
Transcript of Hoja de Calculo de la FHE y Derivas
SismicoPlaca 1 y 2anchoaltolargom3peso tonVIGAS 35x250.350.25272.36255.67VIGAS 30x250.30.2513.150.986252.37VIGUETAS00000.00COLUMNAS 30x300.30.3383.428.21total16.25tonPlacaVIGAS 40x35VIGAS 50x35VIGUETASCOLUMNAS 24cm2CAJA ASCENSORtotal0.00tonMasa (Ton)placa1104.22placa 2104.22placa 368.40placa468.40placa568.40placa668.40placa768.40placa868.40placa968.40placa1068.40placa1168.40PTotal (Ton)824.03P=M*gCALCULO DEL PERIODO FUNDAMENTAL0.9nsr10 / Tabla A.4.2-1Ct0.047nsr10 / Tabla A.4.2-1hn9.5Altura edificioTa0.36nsr10 / A.4.2-3k=0.928nsr10 / A.4.3-3Tc0.647nsr10 / A.2.6-1TL3.72nsr10 / A.2.6-4DETERMINACIN DEL CORTANTE BASALnsr10 / A.2.6.1.2okAa0.25region 5nsr10 / Prefacio figura 4 o Tabla A.2.3-2okI1.00nsr10 / A.2.5.1.4 y Tabla A.2.5-1Sa0.719Ta < Tcnsr10 / A.2.6-3okg9.81m/s2okVs5810.18KNnsr10 / A.4.3-1Av0.25nsr10 / Tabla A.2.3-2Fa1.15estudio de suelosFv1.55estudio de suelosDEFINICION DE LA FUERZA SISMICANIVELh [m]M[Ton]M*h^kCvjFj[kN]Vj[KN]placa12.530104.22246.670.02143.165810.18placa 25.210104.22482.320.05279.915667.03placa 37.91068.40466.430.05270.695387.12placa 410.61068.40612.590.06355.515116.43placa 513.31068.40756.080.08438.794760.92placa 616.01068.40897.490.09520.854322.14placa 718.71068.401037.180.10601.923801.29placa 821.40068.401174.920.12681.853199.37placa 924.10068.401311.920.13761.362517.52placa 1026.80068.401447.830.14840.231756.16cubierta29.41068.401578.270.16915.93915.93totales29.41824.0310011.691.005810.18COEFICIENTE DE DISCIPACIN DE ENERGIAR =7FUERZA SISMICA PARA EL DISEONIVELFj[kN]Fj[Ton]MzxMzyplaca1143.1614.32287.91145.87placa 2279.9127.99278.44142.36placa 3270.6927.07259.93135.49placa4355.5135.55246.87128.68placa5438.7943.88229.71119.74placa6520.8552.08208.54108.70placa7601.9260.19183.4195.60placa8681.8568.19154.3780.46placa9761.3676.14121.4763.32placa10840.2384.0284.7344.17Cubierta915.9391.5944.1923.04XYetxetyPLACA -2.74.9113.230.660.25PLACA 04.9113.230.660.25PLACA 2-65.039.650.480.25PLACA 7-95.039.650.480.25
&LIng. Civil Jairo Augusto Restrepo B.TP. 68202-186904STD&RTelfono: 6344696 Cel: 317 6578130E-mail:[email protected] 36 # 2813 local 13 Bucaramanga-ColombiaAutor:ver archivo GeometriayefectotorsionalAutor:area*carga muerta x m2 + peso propio estructura
ESPECTRO DE DISENO00.7190.050.7190.10.7190.150.7190.20.7190.250.7190.30.7190.350.7190.40.7190.450.7190.50.7190.550.7190.60.719TC0.650.7190.70.6640.750.6200.80.5810.850.5470.90.5170.950.48910.4651.050.4431.10.4231.150.4041.20.3881.250.3721.30.3581.350.3441.40.3321.450.3211.50.3101.550.3001.60.2911.650.2821.70.2741.750.2661.80.2581.850.2511.90.2451.950.23820.2332.050.2272.10.2212.150.2162.20.2112.250.2072.30.2022.350.1982.40.1942.450.1902.50.1862.550.1822.60.1792.650.1752.70.1722.750.1692.80.1662.850.1632.90.1602.950.15830.1553.050.1523.10.1503.150.1483.20.1453.250.1433.30.1413.350.1393.40.1373.450.1353.50.1333.550.1313.60.1293.650.127TL3.70.1263.750.1233.80.1203.850.1173.90.1143.950.11140.1084.050.1054.10.103
Calculo derivas CALCULO DE 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