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Projeto de fundacoes N2 Douglas
Esta é uma pré-visualização de arquivo. Entre para ver o arquivo original
Dados Estruturais Projeto de Fundações - Grupo 3 - Ana Luiza - Shayra - Tayna Dados Estruturais - Pilares Nome Seção (cm) Carga máx. (tf) Carga mín. (tf) Mx (kgf.m) My (kgf.m) Fx (tf) Fy (tf) PA 1 20 50 79 61 2400 1600 2 1 PA 2 20 50 102 81 700 1500 2 1 PA 3 20 50 102 81 700 1500 2 1 PA 4 20 50 79 61 2400 1600 2 1 PA 5 20 40 57 48 1100 600 1 3 PA 6 20 40 87 74 2200 600 1 1 PA 7 20 40 87 74 2200 600 1 1 PA 8 20 40 57 48 1100 600 1 2 PA 9 20 101 141 118 9900 300 1 1 PA 10 20 60 165 129 2400 300 1 1 PA 11 20 101 142 119 10000 200 1 2 PA 12 20 80 228 189 2600 4100 2 1 PA 13 25 70 246 206 6200 500 1 1 PA 14 25 70 246 206 6200 300 1 1 PA 15 20 80 227 188 2900 4000 2 1 PA 16 20 90 267 220 7400 300 1 2 PA 17 20 90 270 209 7800 200 1 2 PA 18 20 40 63 53 1100 500 1 3 PA 19 20 40 98 74 600 500 1 1 PA 20 20 40 96 72 400 400 1 1 PA 21 20 40 63 53 1200 500 1 2 PA 22 20 98 243 191 500 5000 1 1 PA 23 20 98 243 191 500 5000 1 1 PA 24 20 70 220 184 200 2000 2 1 PA 25 20 80 234 167 5100 300 1 3 PA 26 20 100 290 216 600 5600 2 1 PA 27 20 60 179 134 200 1600 1 1 PA 28 36 70 245 211 3300 4700 2 2 PA 29 20 70 211 140 3600 300 1 3 PA 30 20 70 190 138 5000 300 1 3 PA 31 36 70 245 210 3200 4400 2 2 PA 32 20 70 240 193 300 2500 1 1 PA 33 20 80 242 191 400 3100 1 1 PA 34 20 70 211 170 300 2500 2 1 PA 35 20 98 238 186 500 5100 1 1 PA 36 20 98 237 186 500 5100 1 1 PA 37 20 40 62 52 1100 700 1 3 PA 38 20 40 99 74 600 500 2 1 PA 39 20 40 99 74 500 400 2 1 PA 40 20 40 62 52 1100 700 1 3 PA 41 20 90 273 227 7500 400 1 2 PA 42 20 90 286 233 7700 400 1 2 PA 43 20 80 227 188 2800 4300 2 1 PA 44 25 70 248 207 7400 600 1 2 PA 45 25 70 249 208 7200 600 1 2 PA 46 20 101 142 119 10100 300 1 3 PA 47 20 60 162 127 2500 300 1 1 PA 48 20 101 142 119 10400 300 1 3 PA 49 20 80 228 190 2200 4500 2 2 PA 50 20 40 57 48 1200 700 1 3 PA 51 20 40 87 74 2700 600 1 1 PA 52 20 40 87 74 2500 700 1 1 PA 53 20 40 56 48 1100 700 1 3 PA 54 20 50 78 60 2900 1400 1 1 PA 55 20 50 102 81 800 1400 1 1 PA 56 20 50 102 81 800 1400 1 1 PA 57 20 50 77 59 2600 1400 1 1 PE 1 PE 2 PE 3 PE 4 SPT Projeto de Fundações - Grupo 3 - Ana Luiza - Shayra - Tayna SPT Prof. (m) Sapata Tubulão Estaca Dados auxiliares Nspt Solo Nspt Solo Nspt Solo 1 x Argila x Aterro de Argila x Argila Arenosa Estaca de 21m 2 20 Argila 20 Aterro de Argila 3 Argila Arenosa 3 Nm= 9.526 3 25 Argila 15 Aterro de Argila 6 Argila Arenosa 6 N´= 50 4 30 Argila 4 Argila Siltosa 8 Argila Arenosa 8 5 35 Argila 3 Argila Siltosa 3 Silte Argiloso 3 Solos k´ 6 40 Silte Arenoso 25 Argila Siltosa 4 Silte Argiloso 4 argila 120 7 45 Silte Arenoso 15 Argila Siltosa 8 Silte Argiloso 8 silte argiloso 200 8 50 Silte Arenoso 22 Argila Siltosa 9 Silte Argiloso 9 silte arenoso 250 9 50 Silte Arenoso 26 Argila Siltosa 3 Silte Argiloso 3 areia 400 10 50 Silte Arenoso 30 Argila Siltosa 3 Silte Argiloso 3 11 50 Areia 32 Argila Siltosa 1 Silte Argiloso 3 12 20 Silte Argiloso 2 Silte Argiloso 3 13 25 Silte Argiloso 1 Silte Argiloso 3 14 35 Silte Arenoso 2 Silte Argiloso 3 k 15 45 Silte Arenoso 2 Silte Argiloso 3 pedregulho 30 16 50 Silte Arenoso 4 Silte Argiloso 4 areia e silte 40 17 50 Areia Siltosa 5 Silte Argiloso 5 argila 50 18 50 Areia Siltosa 25 Areia Fina 25 19 50 Areia Siltosa 35 Areia Fina 35 20 50 Areia Siltosa 60 Areia Fina 50 21 60 Areia Fina 50 22 60 Areia Fina 50 23 60 Areia Fina 50 24 60 Areia Fina 50 25 26 27 28 29 30 Sapatas Projeto de Fundações - Grupo 3 - Ana Luiza - Shayra - Tayna ARRED(((U2*V2)*0,2)+(((E2-0,2)/3)*((U2*V2)+(B2*C2)+(RAIZ((U2*V2)*(B2*C2)))));2) Cálculo das Sapatas Considerando a sapata com 2,5 m de profundidade Nome Amin (m²) b+l b*l Δ d d final AnaLuiza: AnaLuiza: arredondado B (m) L (m) σmax (kgf/m²) σmax (kN/m²) Situação 1 d adotado B (m) AnaLuiza: AnaLuiza: valores adotados L (m) σmax (kN/m²) Situação 2 Volume (m³) σ adm = Nspt/k PA 1 1.98 0.70 0.10 31.960 0.53 0.55 1.30 1.60 45857.9882 458.5799 nok 0.6 1.4 1.7 396.3350 ok 5.95 806.76 σ adm = 0.4 MPa PA 2 2.55 0.70 0.10 41.160 0.63 0.65 1.50 1.80 40864.1975 408.6420 nok 0.70 1.6 1.9 361.3011 ok 7.60 PA 3 2.55 0.70 0.10 41.160 0.63 0.65 1.50 1.80 40864.1975 408.6420 nok 0.70 1.6 1.9 361.3011 ok 7.60 Amin = P/σ adm PA 4 1.98 0.70 0.10 31.960 0.53 0.55 1.30 1.60 45857.9882 458.5799 nok 0.60 1.4 1.7 396.3350 ok 5.95 PA 5 1.43 0.60 0.08 22.960 0.45 0.45 1.10 1.30 45699.0562 456.9906 nok 0.50 1.2 1.4 385.2041 ok 4.20 σ max = P/B*L + 6Mx/(L^2*B) +6My/(B^2*L) PA 6 2.18 0.60 0.08 34.960 0.59 0.60 1.40 1.60 43670.2806 436.7028 nok 0.65 1.5 1.7 381.0381 ok 6.38 PA 7 2.18 0.60 0.08 34.960 0.59 0.60 1.40 1.60 43670.2806 436.7028 nok 0.65 1.5 1.7 381.0381 ok 6.38 PA 8 1.43 0.60 0.08 22.960 0.45 0.45 1.10 1.30 45699.0562 456.9906 nok 0.50 1.2 1.4 385.2041 ok 4.20 Considerando a sapata com 2,5 m de profundidade PA 9 3.53 1.21 0.20 59.024 0.66 0.70 1.60 2.41 43250.0786 432.5008 nok 0.75 1.7 2.51 388.3857 ok 10.67 PA 10 4.13 0.80 0.12 66.640 0.82 0.85 1.90 2.30 39406.9194 394.0692 ok 0.90 2 2.4 358.1250 ok 12.00 σ adm = 0.4 MPa PA 11 3.55 1.21 0.20 59.424 0.66 0.70 1.60 2.41 43476.7286 434.7673 nok 0.75 1.7 2.51 390.4623 ok 10.67 PA 12 5.70 1.00 0.16 92.640 0.95 1.00 2.20 2.80 39732.6699 397.3267 ok 1.05 2.3 2.9 365.9295 ok 16.68 2.5 PA 13 6.15 0.95 0.18 99.210 1.01 1.05 2.35 2.80 39599.1353 395.9914 ok 1.10 2.45 2.9 366.0128 ok 17.76 PA 14 6.15 0.95 0.18 99.210 1.01 1.05 2.35 2.80 39521.5307 395.2153 ok 1.10 2.45 2.9 365.3234 ok 17.76 PA 15 5.68 1.00 0.16 92.240 0.95 1.00 2.20 2.80 39630.4183 396.3042 ok 1.05 2.3 2.9 364.9697 ok 16.68 Legenda: PA 16 6.68 1.10 0.18 108.760 1.03 1.05 2.30 3.00 40954.0013 409.5400 nok 1.10 2.4 3.1 379.1298 ok 18.60 ok Está ok, cálculo atende! PA 17 6.75 1.10 0.18 109.960 1.04 1.05 2.30 3.00 41466.9187 414.6692 nok 1.10 2.4 3.1 383.8666 ok 18.60 nok Cálculo não atende! PA 18 1.58 0.60 0.08 25.360 0.48 0.50 1.20 1.40 41794.2177 417.9422 nok 0.55 1.3 1.5 357.4753 ok 4.87 PA 19 2.45 0.60 0.08 39.360 0.63 0.65 1.50 1.70 40046.1361 400.4614 nok 0.70 1.6 1.8 353.7326 ok 7.20 PA 20 2.40 0.60 0.08 38.560 0.63 0.65 1.50 1.70 38828.1430 388.2814 ok 0.70 1.6 1.8 343.1713 ok 7.20 PA 21 1.58 0.60 0.08 25.360 0.48 0.50 1.20 1.40 42049.3197 420.4932 nok 0.55 1.3 1.5 359.5266 ok 4.87 PA 22 6.08 1.18 0.20 99.634 0.95 1.00 2.20 2.98 39298.8217 392.9882 ok 1.05 2.3 3.08 362.8141 ok 17.71 PA 23 6.08 1.18 0.20 99.634 0.95 1.00 2.20 2.98 39298.8217 392.9882 ok 1.05 2.3 3.08 362.8141 ok 17.71 PA 24 5.50 0.90 0.14 89.000 0.95 1.00 2.20 2.70 38030.1330 380.3013 ok 1.05 2.3 2.8 350.3819 ok 16.10 PA 25 5.85 1.00 0.16 95.040 0.97 1.00 2.20 2.80 39893.9534 398.9395 ok 1.05 2.3 2.9 367.8176 ok 16.68 PA 26 7.25 1.20 0.20 118.560 1.06 1.10 2.40 3.20 39729.8177 397.2982 ok 1.15 2.5 3.3 369.1284 ok 20.63 PA 27 4.48 0.80 0.12 72.240 0.86 0.90 2.00 2.40 38395.8333 383.9583 ok 0.95 2.1 2.5 350.5741 ok 13.13 PA 28 6.13 1.06 0.25 98.462 0.98 1.00 2.36 2.70 41475.5941 414.7559 nok 1.05 2.46 2.8 382.5999 ok 17.22 PA 29 5.28 0.90 0.14 85.400 0.93 0.95 2.10 2.60 40323.2299 403.2323 nok 1.00 2.2 2.7 370.0643 ok 14.85 PA 30 4.75 0.90 0.14 77.000 0.87 0.90 2.00 2.50 40580.0000 405.8000 nok 0.95 2.1 2.6 370.6879 ok 13.65 PA 31 6.13 1.06 0.25 98.462 0.98 1.00 2.36 2.70 41321.0219 413.2102 nok 1.05 2.46 2.8 381.2266 ok 17.22 PA 32 6.00 0.90 0.14 97.000 1.01 1.05 2.30 2.80 38379.5957 383.7960 ok 1.10 2.4 2.9 354.6993 ok 17.40 PA 33 6.05 1.00 0.16 98.240 0.99 1.00 2.20 2.80 40797.3520 407.9735 nok 1.05 2.3 2.9 376.1837 ok 16.68 PA 34 5.28 0.90 0.14 85.400 0.93 0.95 2.10 2.60 40079.7005 400.7970 nok 1.00 2.2 2.7 367.8196 ok 14.85 PA 35 5.95 1.18 0.20 97.634 0.94 0.95 2.10 2.88 41933.3821 419.3338 nok 1.00 2.2 2.98 385.7776 ok 16.39 PA 36 5.93 1.18 0.20 97.234 0.94 0.95 2.10 2.88 41768.0382 417.6804 nok 1.00 2.2 2.98 384.2523 ok 16.39 PA 37 1.55 0.60 0.08 24.960 0.47 0.50 1.20 1.40 41794.2177 417.9422 nok 0.55 1.3 1.5 357.0809 ok 4.87 PA 38 2.48 0.60 0.08 39.760 0.64 0.65 1.50 1.70 40438.2930 404.3829 nok 0.70 1.6 1.8 357.2049 ok 7.20 PA 39 2.48 0.60 0.08 39.760 0.64 0.65 1.50 1.70 40143.0219 401.4302 nok 0.70 1.6 1.8 354.7454 ok 7.20 PA 40 1.55 0.60 0.08 24.960 0.47 0.50 1.20 1.40 41794.2177 417.9422 nok 0.55 1.3 1.5 357.0809 ok 4.87 PA 41 6.83 1.10 0.18 111.160 1.04 1.05 2.30 3.00 41890.3592 418.9036 nok 1.10 2.4 3.1 387.7905 ok 18.60 PA 42 7.15 1.10 0.18 116.360 1.07 1.10 2.40 3.10 40578.3906 405.7839 nok 1.15 2.5 3.2 376.7469 ok 20.00 PA 43 5.68 1.00 0.16 92.240 0.95 1.00 2.20 2.80 39728.4534 397.2845 ok 1.05 2.3 2.9 365.8328 ok 16.68 PA 44 6.20 0.95 0.18 100.010 1.01 1.05 2.35 2.80 40332.6835 403.3268 nok 1.10 2.45 2.9 372.6668 ok 17.76 PA 45 6.23 0.95 0.18 100.410 1.02 1.05 2.35 2.80 40419.5268 404.1953 nok 1.10 2.45 2.9 373.4918 ok 17.76 PA 46 3.55 1.21 0.20 59.424 0.66 0.70 1.60 2.41 43638.5447 436.3854 nok 0.75 1.7 2.51 391.8497 ok 10.67 PA 47 4.05 0.80 0.12 65.440 0.81 0.85 1.90 2.30 38780.1161 387.8012 ok 0.90 2 2.4 352.3958 ok 12.00 PA 48 3.55 1.21 0.20 59.424 0.66 0.70 1.60 2.41 43832.2397 438.3224 nok 0.75 1.7 2.51 393.5303 ok 10.67 PA 49 5.70 1.00 0.16 92.640 0.95 1.00 2.20 2.80 39770.6190 397.7062 ok 1.05 2.3 2.9 366.2532 ok 16.68 PA 50 1.43 0.60 0.08 22.960 0.45 0.45 1.10 1.30 46403.2471 464.0325 nok 0.50 1.2 1.4 390.7313 ok 4.20 PA 51 2.18 0.60 0.08 34.960 0.59 0.60 1.40 1.60 44507.3342 445.0733 nok 0.65 1.5 1.7 387.9585 ok 6.38 PA 52 2.18 0.60 0.08 34.960 0.59 0.60 1.40 1.60 44363.8393 443.6384 nok 0.65 1.5 1.7 386.7589 ok 6.38 PA 53 1.40 0.60 0.08 22.560 0.44 0.45 1.10 1.30 45381.1922 453.8119 nok 0.50 1.2 1.4 382.2279 ok 4.20 PA 54 1.95 0.70 0.10 31.560 0.53 0.55 1.30 1.60 45834.8743 458.3487 nok 0.60 1.4 1.7 395.9466 ok 5.95 PA 55 2.55 0.70 0.10 41.160 0.63 0.65 1.50 1.80 40839.5062 408.3951 nok 0.70 1.6 1.9 361.1063 ok 7.60 PA 56 2.55 0.70 0.10 41.160 0.63 0.65 1.50 1.80 40839.5062 408.3951 nok 0.70 1.6 1.9 361.1063 ok 7.60 PA 57 1.93 0.70 0.10 31.160 0.52 0.55 1.30 1.60 44813.2396 448.1324 nok 0.60 1.4 1.7 387.2961 ok 5.95 Estacas Projeto de Fundações - Grupo 3 - Ana Luiza - Shayra - Tayna Cálculo das Estacas Padm,e (Tf) 60.00 Diâmetro (m) 0.30 Ac 0.07 Carregamento por estaca Cap. de carga estrutural (Pe) 4.24 Estaca Resistência Lateral (Pl) (Kpa) Resistência ponta (Pp) (Kpa) Carga admissível (Padm) (Padm) KN Cap. de carga estrutural (KN/m²) nome Diâmetro carga máx. Fz (tf) carga máx. (kN) Mx (kgf.m) Mx (Tf) My (kgf.m) My (Tf) n (numero de estacas) n (numero de estacas) Xi ∑ (Xi²) Yi ∑ (Yi²) Fz/n Mx My Carga por estacas (Pi - Tf) condição (Pi < Pe) prof. (m) Nspt solo N ql Al Pl N' qp Ap Pp Critério 1 Critério 2 Pe PA 1 60 79 790 2400 2.4 1600 1.6 1.86 2 0.90 1.62 0.00 0.00 39.50 0.00 0.89 40.39 OK Tabela I 1 x argila arenosa - - - - - - - - - - - 42.41 PA 2 60 102 1020 700 0.7 1500 1.5 2.41 3 0.90 1.62 0.00 0.00 34.00 0.00 0.83 34.83 OK Tipo de solo k (Kpa) 2 3 argila arenosa - - - - - - - - - - - PA 3 60 102 1020 700 0.7 1500 1.5 2.41 3 0.90 1.62 0.00 0.00 34.00 0.00 0.83 34.83 OK argila arenosa 120.0 3 6 argila arenosa 3.00 20.00 3.77 75.40 5.67 2,266.67 0.07 160.22 70.02 61.73 61.73 PA 4 60 79 790 2400 2.4 1600 1.6 1.86 2 0.90 1.62 0.00 0.00 39.50 0.00 0.89 40.39 OK silte argiloso 200.0 4 8 argila arenosa 4.50 25.00 5.65 141.37 5.00 2,000.00 0.07 141.37 119.35 91.89 91.89 PA 5 60 57 570 1100 1.1 600 0.6 1.34 2 0.90 1.62 0.00 0.00 28.50 0.00 0.33 28.83 OK areia fina 400.0 5 3 silte argiloso 5.67 28.89 7.54 217.82 5.00 2,000.00 0.07 141.37 178.15 130.11 130.11 PA 6 60 87 870 2200 2.2 600 0.6 2.05 3 0.90 1.62 0.00 0.00 29.00 0.00 0.33 29.33 OK 6 4 silte argiloso 5.00 26.67 9.42 251.33 7.00 2,800.00 0.07 197.92 208.17 155.35 155.35 PA 7 60 87 870 2200 2.2 600 0.6 2.05 3 0.90 1.62 0.00 0.00 29.00 0.00 0.33 29.33 OK Tabela II (Forma) - 60 cm 7 8 silte argiloso 4.80 26.00 11.31 294.05 6.67 2,666.67 0.07 188.50 240.33 175.30 175.30 PA 8 60 57 570 1100 1.1 600 0.6 1.34 2 0.90 1.62 0.00 0.00 28.50 0.00 0.33 28.83 OK Geometria perímetro Ap 8 9 silte argiloso 5.33 27.78 13.19 366.52 5.00 2,000.00 0.07 141.37 292.54 204.47 204.47 PA 9 60 141 1410 9900 9.9 300 0.3 3.32 4 0.90 1.62 0.00 0.00 35.25 0.00 0.17 35.42 OK Circular (cm²) 188.50 2827.43 9 3 silte argiloso 5.86 29.52 15.08 445.21 3.00 1,200.00 0.07 84.82 348.83 235.33 235.33 PA 10 50 165 1650 2400 2.4 300 0.3 3.89 4 0.75 1.13 0.00 0.00 41.25 0.00 0.20 41.45 OK Circular (m²) 1.88 0.07 10 3 silte argiloso 5.50 28.33 16.96 480.66 3.00 1,200.00 0.07 84.82 376.10 253.06 253.06 PA 11 50 142 1420 10000 10 200 0.2 3.35 4 0.75 1.13 0.00 0.00 35.50 0.00 0.13 35.63 OK 11 3 silte argiloso 5.22 27.41 18.85 516.62 3.00 1,200.00 0.07 84.82 403.76 271.03 271.03 PA 12 50 228 2280 2600 2.6 4100 4.1 5.38 6 0.75 1.13 0.00 0.00 38.00 0.00 2.73 40.73 OK Tabela III 12 3 silte argiloso 5.00 26.67 20.73 552.92 3.00 1,200.00 0.07 84.82 431.69 289.18 289.18 PA 13 50 246 2460 6200 6.2 500 0.5 5.80 6 0.75 1.13 0.00 0.00 41.00 0.00 0.33 41.33 OK Estaca Hélice Contínua 13 3 silte argiloso 4.82 26.06 22.62 589.48 3.00 1,200.00 0.07 84.82 459.81 307.46 307.46 PA 14 50 246 2460 6200 6.2 300 0.3 5.80 6 0.75 1.13 0.00 0.00 41.00 0.00 0.20 41.20 OK Valores de α - Ponta 14 3 silte argiloso 4.67 25.56 24.50 626.22 3.33 1,333.33 0.07 94.25 488.78 327.25 327.25 PA 15 50 227 2270 2900 2.9 4000 4 5.35 6 0.75 1.13 0.00 0.00 37.83 0.00 2.67 40.50 OK Argila Siltes Areias 15 3 silte argiloso 4.54 25.13 26.39 663.12 4.00 1,600.00 0.07 113.10 518.57 348.52 348.52 PA 16 50 267 2670 7400 7.4 300 0.3 6.30 7 0.75 1.13 0.00 0.00 38.14 0.00 0.20 38.34 OK 0.3 0.3 0.3 16 4 silte argiloso 4.43 24.76 28.27 700.13 11.33 4,533.33 0.07 320.44 562.59 398.13 398.13 PA 17 50 270 2700 7800 7.8 200 0.2 6.37 7 0.75 1.13 0.00 0.00 38.57 0.00 0.13 38.70 OK Valores de β - Lateral 17 5 silte argiloso 4.40 24.67 30.16 743.93 21.67 8,666.67 0.07 612.61 618.20 463.86 463.86 PA 18 50 63 630 1100 1.1 500 0.5 1.49 2 0.75 1.13 0.00 0.00 31.50 0.00 0.33 31.83 OK 1.0 1.0 1.0 18 25 areia fina 4.44 24.79 32.04 794.43 36.67 14,666.67 0.07 1036.73 688.85 552.72 552.72 PA 19 60 98 980 600 0.6 500 0.5 2.31 3 0.90 1.62 0.00 0.00 32.67 0.00 0.28 32.94 OK 19 35 areia fina 5.65 28.82 33.93 977.96 45.00 18,000.00 0.07 1272.35 847.70 679.83 679.83 PA 20 60 96 960 400 0.4 400 0.4 2.26 3 0.90 1.62 0.00 0.00 32.00 0.00 0.22 32.22 OK 20 50 areia fina 7.28 34.26 35.81 1226.97 50.00 20,000.00 0.07 1413.72 1049.85 825.54 825.54 PA 21 60 63 630 1200 1.2 500 0.5 1.49 2 0.90 1.62 0.00 0.00 31.50 0.00 0.28 31.78 OK Mpa 21 50 areia fina 9.53 41.75 37.70 1574.10 50.00 20,000.00 0.07 1413.72 1316.88 999.11 999.11 PA 22 60 243 2430 500 0.5 5000 5 5.73 6 0.90 1.62 0.00 0.00 40.50 0.00 2.78 43.28 NÃO OK Padm,e 6.00 Mpa 22 50 areia fina 11.55 48.50 39.58 1919.83 50.00 20,000.00 0.07 1413.72 1582.82 1171.97 1171.97 PA 23 60 243 2430 500 0.5 5000 5 5.73 6 0.90 1.62 0.00 0.00 40.50 0.00 2.78 43.28 NÃO OK Padm,e 6000.00 Kpa 23 50 areia fina 13.38 54.60 41.47 2264.34 33.33 13,333.33 0.07 942.48 1812.49 1273.54 1273.54 PA 24 60 220 2200 200 0.2 2000 2 5.19 6 0.90 1.62 0.00 0.00 36.67 0.00 1.11 37.78 OK 24 50 areia fina 15.05 60.15 43.35 2607.81 16.67 6,666.67 0.07 471.24 2041.35 1374.59 1374.59 PA 25 60 234 2340 5100 5.1 300 0.3 5.52 6 0.90 1.62 0.00 0.00 39.00 0.00 0.17 39.17 OK PA 26 60 290 2900 600 0.6 5600 5.6 6.84 7 0.90 1.62 0.00 0.00 41.43 0.00 3.11 44.54 NÃO OK PA 27 60 179 1790 200 0.2 1600 1.6 4.22 5 0.90 1.62 0.00 0.00 35.80 0.00 0.89 36.69 OK PA 28 60 245 2450 3300 3.3 4700 4.7 5.78 6 0.90 1.62 0.00 0.00 40.83 0.00 2.61 43.44 NÃO OK PA 29 60 211 2110 3600 3.6 300 0.3 4.98 5 0.90 1.62 0.00 0.00 42.20 0.00 0.17 42.37 OK PA 30 60 190 1900 5000 5 300 0.3 4.48 5 0.90 1.62 0.00 0.00 38.00 0.00 0.17 38.17 OK PA 31 60 245 2450 3200 3.2 4400 4.4 5.78 6 0.90 1.62 0.00 0.00 40.83 0.00 2.44 43.28 NÃO OK PA 32 60 240 2400 300 0.3 2500 2.5 5.66 6 0.90 1.62 0.00 0.00 40.00 0.00 1.39 41.39 OK PA 33 60 242 2420 400 0.4 3100 3.1 5.71 6 0.90 1.62 0.00 0.00 40.33 0.00 1.72 42.06 OK PA 34 60 211 2110 300 0.3 2500 2.5 4.98 5 0.78 27.99 0.45 0.81 42.20 0.17 0.07 42.44 NÃO OK PA 35 60 238 2380 500 0.5 5100 5.1 5.61 6 0.90 1.62 0.00 0.00 39.67 0.00 2.83 42.50 NÃO OK PA 36 60 237 2370 500 0.5 5100 5.1 5.59 6 0.90 1.62 0.00 0.00 39.50 0.00 2.83 42.33 OK PA 37 60 62 620 1100 1.1 700 0.7 1.46 2 0.90 1.62 0.00 0.00 31.00 0.00 0.39 31.39 OK PA 38 60 99 990 600 0.6 500 0.5 2.33 3 0.90 1.62 0.00 0.00 33.00 0.00 0.28 33.28 OK PA 39 60 99 990 500 0.5 400 0.4 2.33 3 0.90 1.62 0.00 0.00 33.00 0.00 0.22 33.22 OK PA 40 60 62 620 1100 1.1 700 0.7 1.46 2 0.90 1.62 0.00 0.00 31.00 0.00 0.39 31.39 OK PA 41 60 273 2730 7500 7.5 400 0.4 6.44 7 0.90 1.62 0.00 0.00 39.00 0.00 0.22 39.22 OK PA 42 60 286 2860 7700 7.7 400 0.4 6.74 7 0.90 1.62 0.00 0.00 40.86 0.00 0.22 41.08 OK PA 43 60 227 2270 2800 2.8 4300 4.3 5.35 6 0.90 1.62 0.00 0.00 37.83 0.00 2.39 40.22 OK PA 44 60 248 2480 7400 7.4 600 0.6 5.85 6 0.90 1.62 0.00 0.00 41.33 0.00 0.33 41.67 OK PA 45 60 249 2490 7200 7.2 600 0.6 5.87 6 0.90 1.62 0.00 0.00 41.50 0.00 0.33 41.83 OK PA 46 60 142 1420 10100 10.1 300 0.3 3.35 4 0.90 1.62 0.00 0.00 35.50 0.00 0.17 35.67 OK PA 47 60 162 1620 2500 2.5 300 0.3 3.82 4 0.90 1.62 0.00 0.00 40.50 0.00 0.17 40.67 OK PA 48 60 142 1420 10400 10.4 300 0.3 3.35 4 0.90 1.62 0.00 0.00 35.50 0.00 0.17 35.67 OK PA 49 60 228 2280 2200 2.2 4500 4.5 5.38 6 0.90 1.62 0.00 0.00 38.00 0.00 2.50 40.50 OK PA 50 60 57 570 1200 1.2 700 0.7 1.34 2 0.90 1.62 0.00 0.00 28.50 0.00 0.39 28.89 OK PA 51 60 87 870 2700 2.7 600 0.6 2.05 3 0.90 1.62 0.00 0.00 29.00 0.00 0.33 29.33 OK PA 52 60 87 870 2500 2.5 700 0.7 2.05 3 0.90 1.62 0.00 0.00 29.00 0.00 0.39 29.39 OK PA 53 60 56 560 1100 1.1 700 0.7 1.32 2 0.90 1.62 0.00 0.00 28.00 0.00 0.39 28.39 OK PA 54 60 78 780 2900 2.9 1400 1.4 1.84 2 0.90 1.62 0.00 0.00 39.00 0.00 0.78 39.78 OK PA 55 60 102 1020 800 0.8 1400 1.4 2.41 3 0.90 1.62 0.00 0.00 34.00 0.00 0.78 34.78 OK PA 56 60 102 1020 800 0.8 1400 1.4 2.41 3 0.90 1.62 0.00 0.00 34.00 0.00 0.78 34.78 OK PA 57 60 77 770 2600 2.6 1400 1.4 1.82 2 0.90 1.62 0.00 0.00 38.50 0.00 0.78 39.28 OK Tubulões Projeto de Fundações - Grupo 3 - Ana Luiza - Shayra - Tayna Cálculo dos Tubulões Pilar Prof (m) Nspt Carga máx. (tf) Carga máx. (Kgf) σ adm (Mpa) = Nspt/k σadm (Kgf/cm²) Amin (cm²) φb (cm) øb final (cm) Shayra Matos Cunha: Shayra Matos Cunha: Arredondamento φf (cm) Shayra Matos Cunha: Shayra: escolhido Acn (cm²) øf (cm) σadm,e (MPa) fct (MPa) β tg/ ᵦ Hb (cm) Hb adotada (cm) φb / φf (cm) Situação da relação Volume do Fuste (m³) Volume da Base (m³) dados da sondagem PA 1 6 25 79 79000 0.50 5.00 1580 141.84 150.00 80 1288.16 40.5 50 0.619 60 1.65 60.6 70 1.875 ok 2.66 2.17 0.89 aterro de argila 1 x PA 2 6 25 102 102000 0.50 5.00 2040 161.16 170.00 80 1663.2 46.02 50 0.619 60 1.65 77.9 80 2.125 ok 2.61 3.01 1.22 aterro de argila 2 20 0.40 PA 3 6 25 102 102000 0.50 5.00 2040 161.16 170.00 80 1663.2 46.02 50 0.619 60 1.65 77.9 80 2.125 ok 2.61 3.01 1.22 aterro de argila 3 15 0.30 PA 4 6 25 79 79000 0.50 5.00 1580 141.84 150.00 80 1288.16 40.5 50 0.619 60 1.65 60.6 70 1.875 ok 2.66 2.17 0.89 argila siltosa 4 4 0.08 PA 5 6 25 57 57000 0.50 5.00 1140 120.48 130.00 80 929.44 34.4 50 0.619 60 1.65 43.3 50 1.625 ok 2.76 1.26 0.53 argila siltosa 5 3 0.06 PA 6 6 25 87 87000 0.50 5.00 1740 148.84 150.00 80 1418.61 42.5 50 0.619 60 1.65 60.6 70 1.875 ok 2.66 2.17 0.89 argila siltosa 6 25 0.50 PA 7 6 25 87 87000 0.50 5.00 1740 148.84 150.00 80 1418.61 42.5 50 0.619 60 1.65 60.6 70 1.875 ok 2.66 2.17 0.89 argila siltosa 7 15 0.30 PA 8 6 25 57 57000 0.50 5.00 1140 120.48 130.00 80 929.44 34.4 50 0.619 60 1.65 43.3 50 1.625 ok 2.76 1.26 0.53 argila siltosa 8 22 0.44 PA 9 6 25 141 141000 0.50 5.00 2820 189.49 190.00 80 2299.13 54.1 50 0.619 60 1.65 95.3 100 2.375 ok 2.51 4.51 1.78 argila siltosa 9 26 0.52 PA 10 6 25 165 165000 0.50 5.00 3300 204.98 210.00 80 2690.47 58.53 50 0.619 60 1.65 112.6 120 2.625 ok 2.41 6.40 2.45 argila siltosa 10 30 0.60 PA 11 6 25 142 142000 0.50 5.00 2840 190.16 200.00 80 2315.44 54.3 50 0.619 60 1.65 103.9 110 2.5 ok 2.46 5.40 argila siltosa 11 32 0.64 PA 12 6 25 228 228000 0.50 5.00 4560 240.96 250.00 80 3717.74 68.8 50 0.619 60 1.65 147.2 150 3.125 ok 2.26 10.86 silte argiloso 12 20 0.40 PA 13 6 25 246 246000 0.50 5.00 4920 250.29 260.00 80 4011.25 71.47 50 0.619 60 1.65 155.9 160 3.25 ok 2.21 12.43 silte argiloso 13 25 0.50 PA 14 6 25 246 246000 0.50 5.00 4920 250.29 260.00 80 4011.25 71.47 50 0.619 60 1.65 155.9 160 3.25 ok 2.21 12.43 silte arenoso 14 35 0.70 PA 15 6 25 227 227000 0.50 5.00 4540 240.43 250.00 80 3701.44 68.65 50 0.619 60 1.65 147.2 150 3.125 ok 2.26 10.86 silte arenoso 15 45 0.90 PA 16 6 25 267 267000 0.50 5.00 5340 260.75 270.00 80 4353.67 74.45 50 0.619 60 1.65 164.5 170 3.375 ok 2.16 14.14 silte arenoso 16 50 1.00 PA 17 6 25 270 270000 0.50 5.00 5400 262.21 270.00 80 4402.59 74.87 50 0.619 60 1.65 164.5 170 3.375 ok 2.16 14.14 areia siltosa 17 50 1.00 PA 18 6 25 63 63000 0.50 5.00 1260 126.66 130.00 80 1027.27 36.17 50 0.619 60 1.65 43.3 50 1.625 ok 2.76 1.26 areia siltosa 18 50 1.00 PA 19 6 25 98 98000 0.50 5.00 1960 157.97 160.00 80 1597.98 45.11 50 0.619 60 1.65 69.3 70 2 ok 2.66 2.40 areia siltosa 19 50 1.00 PA 20 6 25 96 96000 0.50 5.00 1920 156.35 160.00 80 1565.36 44.64 50 0.619 60 1.65 69.3 70 2 ok 2.66 2.40 areia siltosa 20 50 1.00 PA 21 6 25 63 63000 0.50 5.00 1260 126.66 130.00 80 1027.27 36.17 50 0.619 60 1.65 43.3 50 1.625 ok 2.76 1.26 PA 22 6 25 243 243000 0.50 5.00 4860 248.76 250.00 80 3962.33 71.03 50 0.619 60 1.65 147.2 150 3.125 ok 2.26 10.86 PA 23 6 25 243 243000 0.50 5.00 4860 248.76 250.00 80 3962.33 71.03 50 0.619 60 1.65 147.2 150 3.125 ok 2.26 10.86 PA 24 6 25 220 220000 0.50 5.00 4400 236.69 240.00 80 3587.29 67.58 50 0.619 60 1.65 138.6 140 3 ok 2.31 9.43 PA 25 6 25 234 234000 0.50 5.00 4680 244.11 250.00 80 3815.58 69.7 50 0.619 60 1.65 147.2 150 3.125 ok 2.26 10.86 PA 26 6 25 290 290000 0.50 5.00 5800 271.75 280.00 80 4728.71 77.59 50 0.619 60 1.65 173.2 180 3.5 ok 2.11 16.00 PA 27 6 25 179 179000 0.50 5.00 3580 213.5 220.00 80 2918.75 60.96 50 0.619 60 1.65 121.2 130 2.75 ok 2.36 7.51 PA 28 6 25 245 245000 0.50 5.00 4900 249.78 250.00 80 3994.94 71.32 50 0.619 60 1.65 147.2 150 3.125 ok 2.26 10.86 PA 29 6 25 211 211000 0.50 5.00 4220 231.8 240.00 80 3440.54 66.19 50 0.619 60 1.65 138.6 140 3 ok 2.31 9.43 PA 30 6 25 190 190000 0.50 5.00 3800 219.96 220.00 80 3098.12 62.81 50 0.619 60 1.65 121.2 130 2.75 ok 2.36 7.51 PA 31 6 25 245 245000 0.50 5.00 4900 249.78 250.00 80 3994.94 71.32 50 0.619 60 1.65 147.2 150 3.125 ok 2.26 10.86 PA 32 6 25 240 240000 0.50 5.00 4800 247.22 250.00 80 3913.41 70.59 50 0.619 60 1.65 147.2 150 3.125 ok 2.26 10.86 PA 33 6 25 242 242000 0.50 5.00 4840 248.24 250.00 80 3946.02 70.88 50 0.619 60 1.65 147.2 150 3.125 ok 2.26 10.86 PA 34 6 25 211 211000 0.50 5.00 4220 231.8 240.00 80 3440.54 66.19 50 0.619 60 1.65 138.6 140 3 ok 2.31 9.43 PA 35 6 25 238 238000 0.50 5.00 4760 246.18 250.00 80 3880.8 70.29 50 0.619 60 1.65 147.2 150 3.125 ok 2.26 10.86 PA 36 6 25 237 237000 0.50 5.00 4740 245.67 250.00 80 3864.49 70.15 50 0.619 60 1.65 147.2 150 3.125 ok 2.26 10.86 PA 37 6 25 62 62000 0.50 5.00 1240 125.65 130.00 80 1010.96 35.88 50 0.619 60 1.65 43.3 50 1.625 ok 2.76 1.26 PA 38 6 25 99 99000 0.50 5.00 1980 158.78 160.00 80 1614.28 45.34 50 0.619 60 1.65 69.3 70 2 ok 2.66 2.40 PA 39 6 25 99 99000 0.50 5.00 1980 158.78 160.00 80 1614.28 45.34 50 0.619 60 1.65 69.3 70 2 ok 2.66 2.40 PA 40 6 25 62 62000 0.50 5.00 1240 125.65 130.00 80 1010.96 35.88 50 0.619 60 1.65 43.3 50 1.625 ok 2.76 1.26 PA 41 6 25 273 273000 0.50 5.00 5460 263.66 270.00 80 4451.51 75.29 50 0.619 60 1.65 164.5 170 3.375 ok 2.16 14.14 PA 42 6 25 286 286000 0.50 5.00 5720 269.87 270.00 80 4663.48 77.06 50 0.619 60 1.65 164.5 170 3.375 ok 2.16 14.14 PA 43 6 25 227 227000 0.50 5.00 4540 240.43 250.00 80 3701.44 68.65 50 0.619 60 1.65 147.2 150 3.125 ok 2.26 10.86 PA 44 6 25 248 248000 0.50 5.00 4960 251.3 260.00 80 4043.86 71.76 50 0.619 60 1.65 155.9 160 3.25 ok 2.21 12.43 PA 45 6 25 249 249000 0.50 5.00 4980 251.81 260.00 80 4060.16 71.9 50 0.619 60 1.65 155.9 160 3.25 ok 2.21 12.43 PA 46 6 25 142 142000 0.50 5.00 2840 190.16 200.00 80 2315.44 54.3 50 0.619 60 1.65 103.9 110 2.5 ok 2.46 5.40 PA 47 6 25 162 162000 0.50 5.00 3240 203.11 210.00 80 2641.55 57.99 50 0.619 60 1.65 112.6 120 2.625 ok 2.41 6.40 PA 48 6 25 142 142000 0.50 5.00 2840 190.16 200.00 80 2315.44 54.3 50 0.619 60 1.65 103.9 110 2.5 ok 2.46 5.40 PA 49 6 25 228 228000 0.50 5.00 4560 240.96 250.00 80 3717.74 68.8 50 0.619 60 1.65 147.2 150 3.125 ok 2.26 10.86 PA 50 6 25 57 57000 0.50 5.00 1140 120.48 130.00 80 929.44 34.4 50 0.619 60 1.65 43.3 50 1.625 ok 2.76 1.26 PA 51 6 25 87 87000 0.50 5.00 1740 148.84 150.00 80 1418.61 42.5 50 0.619 60 1.65 60.6 70 1.875 ok 2.66 2.17 PA 52 6 25 87 87000 0.50 5.00 1740 148.84 150.00 80 1418.61 42.5 50 0.619 60 1.65 60.6 70 1.875 ok 2.66 2.17 PA 53 6 25 56 56000 0.50 5.00 1120 119.42 120.00 80 913.13 34.1 50 0.619 60 1.65 34.6 40 1.5 ok 2.81 0.90 PA 54 6 25 78 78000 0.50 5.00 1560 140.93 150.00 80 1271.86 40.24 50 0.619 60 1.65 60.6 70 1.875 ok 2.66 2.17 PA 55 6 25 102 102000 0.50 5.00 2040 161.16 170.00 80 1663.2 46.02 50 0.619 60 1.65 77.9 80 2.125 ok 2.61 3.01 PA 56 6 25 102 102000 0.50 5.00 2040 161.16 170.00 80 1663.2 46.02 50 0.619 60 1.65 77.9 80 2.125 ok 2.61 3.01 PA 57 6 25 77 77000 0.50 5.00 1540 140.03 150.00 80 1255.55 39.98 50 0.619 60 1.65 60.6 70 1.875 ok 2.66 2.17 Vol Tot (m³) 139.99 388.99 *Foi simulado o projeto com profundidade variável, onde algumas teriam aprox 3m porém pelos valores de volumes observou-se que não ficava mais viável financeiramente, além disso nas questões executivas, é melhor para o controle que sejam iguais.
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