Tabelas Calculo de Paredes
9
GRUPOS PAREDES L (total) Esp. Área Peso próp. ƩReações Sup Total vert. m m (m²) KN KN KN KN G1 A 1.00 0.14 0.14 12.80 9.26 ### 176.48 B 6.18 0.14 0.87 79.10 17.38 ### 771.87 C 2.56 0.14 0.36 32.77 17.14 ### 399.26 D 0.15 0.14 0.02 1.92 2.37 30.03 34.32 E 0.83 0.14 0.12 10.62 0.89 80.60 92.11 G2 A 0.56 0.14 0.08 7.17 7.43 ### 116.78 B 0.84 0.14 0.12 10.75 0.40 78.06 89.22 G3 A 2.31 0.14 0.32 29.57 18.02 ### 380.70 B 0.50 0.09 0.05 6.40 4.81 78.47 89.68 C 0.83 0.14 0.12 10.62 3.79 ### 115.31 G4 A 0.10 0.09 0.01 1.28 1.23 17.57 20.08 B 2.28 0.09 0.21 29.18 18.64 ### 382.59 C 1.01 0.14 0.14 12.93 3.84 ### 134.14 G5 A 1.71 0.14 0.24 21.89 0.00 ### 175.10 B 2.09 0.14 0.29 26.75 25.38 ### 417.06 G6 A 0.18 0.09 0.02 2.30 2.73 35.24 40.27 B 5.46 0.14 0.76 69.89 53.53 ### 987.34 C 0.35 0.14 0.05 4.48 2.39 48.09 54.96 D 6.02 0.14 0.84 77.06 37.17 ### 913.81 E 1.76 0.14 0.25 22.53 1.90 ### 195.42 F 0.26 0.09 0.02 3.33 2.73 42.41 48.46 G7 A 1.63 0.14 0.23 20.86 0.00 ### 166.91 B 1.48 0.14 0.21 18.94 25.39 ### 354.67 G8 A 2.28 0.09 0.21 29.18 24.00 ### 425.47 B 0.10 0.09 0.01 1.28 0.37 11.55 13.20 C 1.01 0.14 0.14 12.93 1.22 99.04 113.18 G9 A 1.11 0.14 0.16 14.21 1.33 ### 124.30 B 0.84 0.14 0.12 10.75 16.21 ### 215.70 G10 A 0.50 0.09 0.05 6.40 0.38 47.46 54.24 B 2.31 0.14 0.32 29.57 7.69 ### 298.06 C 3.02 0.14 0.42 38.66 16.33 ### 439.89 D 0.94 0.14 0.13 12.03 0.89 90.45 103.38 G11 A 0.39 0.14 0.05 4.99 0.85 40.89 46.74 B 4.05 0.14 0.57 51.84 16.22 ### 544.48 C 2.48 0.14 0.35 31.74 16.87 ### 388.91 D 0.15 0.14 0.02 1.92 2.75 32.69 37.36 CONSIDERAÇÕES DA DISTRIBUIÇÃO DA REAÇÕES NAS PAREDES As cargas de PP +SC da Laje é distruibuida igualmente para os 2 (dois) sentidos p As cargas de PP + SC serão distribuidas nas parede proporcionalmente ao seu compr A parede principal distribui 5% da carga para cada parede lateral, quando houver, Considerando o pp da parede = 12,8 kN/m
-
Upload
andre-gustavo-batista -
Category
Documents
-
view
218 -
download
2
description
Calculo de Paredes
Transcript of Tabelas Calculo de Paredes
GRUPOSGRUPOSPAREDESL (total)Esp.reaPeso prp.ReaesSupTotal vert.Tensomm(m)KNKNKNKNMPaG1A1.000.140.1412.809.26154.42176.481.2605714286B6.180.140.8779.1017.38675.39771.870.8921312991C2.560.140.3632.7717.14349.36399.261.1140178571D0.150.140.021.922.3730.0334.321.6342857143E0.830.140.1210.620.8980.6092.110.7927022375G2A0.560.140.087.177.43102.19116.781.4895918367B0.840.140.1210.750.4078.0689.220.7586394558G3A2.310.140.3229.5718.02333.12380.701.1771923315B0.500.090.056.404.8178.4789.681.9928888889C0.830.140.1210.623.79100.90115.310.9923580034G4A0.100.090.011.281.2317.5720.082.2311111111B2.280.090.2129.1818.64334.77382.591.8644834308C1.010.140.1412.933.84117.38134.140.9486845827G5A1.710.140.2421.890.00153.22175.100.7314285714B2.090.140.2926.7525.38364.92417.061.4253451811G6A0.180.090.022.302.7335.2440.272.4859259259B5.460.140.7669.8953.53863.93987.341.2916588174C0.350.140.054.482.3948.0954.961.1216326531D6.020.140.8477.0637.17799.58913.811.0842524917E1.760.140.2522.531.90171.00195.420.7931168831F0.260.090.023.332.7342.4148.462.0711111111G7A1.630.140.2320.860.00146.05166.910.7314285714B1.480.140.2118.9425.39310.34354.671.7117374517G8A2.280.090.2129.1824.00372.29425.472.0734502924B0.100.090.011.280.3711.5513.201.4666666667C1.010.140.1412.931.2299.04113.180.8004526167G9A1.110.140.1614.211.33108.77124.300.7998970399B0.840.140.1210.7516.21188.73215.701.8341496599G10A0.500.090.056.400.3847.4654.241.2053333333B2.310.140.3229.577.69260.81298.060.9216573902C3.020.140.4238.6616.33384.90439.891.0404162725D0.940.140.1312.030.8990.45103.380.7855319149G11A0.390.140.054.990.8540.8946.740.855970696B4.050.140.5751.8416.22476.42544.480.9602821869C2.480.140.3531.7416.87340.30388.911.1201382488D0.150.140.021.922.7532.6937.361.779047619CONSIDERAES DA DISTRIBUIO DA REAES NAS PAREDESAs cargas de PP +SC da Laje distruibuida igualmente para os 2 (dois) sentidos principais.As cargas de PP + SC sero distribuidas nas parede proporcionalmente ao seu comprimento.A parede principal distribui 5% da carga para cada parede lateral, quando houver, o que acarreta reduo de 5% em PP+SC/2 para cada parede lateral.Considerando o pp da parede = 12,8 kN/m
REAESGRUPOSPAREDESREAESREAESKNKNG1A9.269.26B1.3416.0417.38C16.220.9217.14D0.511.862.37E0.890.89G2A6.950.487.43B0.370.030.40G3A1.2316.430.3618.02B0.074.744.81C0.862.933.79G4A0.061.171.23B1.160.2117.2718.64C2.930.913.84G5AB25.3825.38G6A0.791.942.73B25.770.9925.780.9953.53C1.191.202.39D1.521.4317.1117.1137.17E0.950.951.90F0.791.942.73G7AB25.3925.39G8A1.1617.275.5724.00B0.060.310.37C0.910.311.22G9A0.480.851.33B0.0316.1816.21G10A0.310.070.38B1.235.570.897.69C0.3116.0216.33D0.890.89G11A0.850.85B15.330.8916.22C0.8516.0216.87D1.860.892.75
LAJESLAJESreaPeso prp.SobrecargaPP+SC(m)KNKNKNL17.9410.3223.8234.14L28.2910.7824.8735.65L312.6216.4137.8654.27L42.873.738.6112.34L58.8411.4926.5338.02L612.6316.4237.8954.31L78.8411.4926.5338.02L82.883.748.6412.38L97.9210.3023.7634.06L108.2810.7624.8435.60LC11.471.914.416.32LC21.471.914.416.32CONSIDERAES DA LAJELaje Pr-fabricada Convencional Unidirecional Femac - LC12 (Lajota em isopor)Peso prprio da laje LC12 (vigas+lajotas isopor+capa 4cm) :1.3kN/m2Vo mximo para laje LC12:5.05mResistncia Sobrecarga:3kN/m2DE ACORDO COM A NBR6120Sobrecarga Edificios Residnciais:Dormitrios, sala, copa, cozinha e banheiro1.5kN/m2Despensa, rea de servio e lavanderia2kN/m2**Para o dimensionamento foi utilizado o valor da SOBRECARGA = REST. MX DA LAJE = 3KN/m
D.CARGASDISTRIBUIO DE CARGAS DA LAJELAJESPP+SCPP+SC/2CARGAS PRINCIPAIS (KN)*CARGAS SECUNDARIAS (KN)SOMADIREO DA DISTRIUIODIREO DA DISTRIUIOKNESQUERDADIREITASUPERIORINFERIORESQUERDADIREITASUPERIORINFERIORL134.1417.079.266.9516.221.340.3734.14L235.6517.8216.0416.430.510.920.890.8635.65L354.2727.130.4825.381.1925.770.031.4254.27L412.346.174.741.172.932.930.360.2112.34L538.0219.010.7917.2717.110.990.910.9538.02L654.3127.151.2025.390.4825.781.430.0354.31L738.0219.0117.110.7917.270.990.950.9138.02L812.386.195.575.570.310.310.310.3112.38L934.0617.0316.1815.330.850.850.8534.06L1035.6017.8016.0216.020.890.890.890.8935.60LC16.323.161.941.161.861.230.070.066.32LC26.323.161.861.231.941.160.060.076.32CONSIDERAES DA DISTRIBUIO DAS REAES NAS PAREDESAs cargas de PP +SC da Laje distribuda igualmente para os 2 (dois) sentidos principais.As cargas de PP + SC sero distribudas nas parede proporcionalmente ao seu comprimento.A parede principal distribui 5% da carga para cada parede lateral, quando houver, o que acarreta reduo de 5% em PP+SC/2 para cada parede lateral.*A carga correspondente aos 5% distribudos pela parede principal denomina-se carga secundria.
Plan1
