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Prévia do material em texto
Carga adm p estacas Planilha cálculo carga admissível estacas - SPT 12:00:00 AM 7/11/13 10:48 Edificação Cliente/emp. cidade Decourt-Quaresma Decourt-Quaresma Alberto Henriques teixeira Urbano Rodrigues Alonso Licença: Waldemir Alves de Mello CREA-SP:0601309325 Obra: 4 Pedro P.C. Velloso Aoki-Velloso ARGS ARGA SAG SAR AREA ARS ARE ARP ARGS ARGA SAG SAR AREA ARS ARE ARP β ARGS ARGA SAG SAR AREA ARS ARE ARP β ARGS ARGA SAG SAR AREA ARS ARE ARP α ARGS ARGA SAG SAR AREA ARS ARE ARP α ARGS ARGA SAG SAR AREA ARS ARE ARP Tipo de Estaca Xi Xp Xi Xp 87 F1 F2 F1 F2 α β α β α β α β α β α β α β α β α β α β α β α β α β α β α β α β 1 0 1 1 0 0 48 1.5625 3.125 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.4 11 21 16 26 30 36 40 44 0 0 0 0 0 0 0 0 0 0.67 10 10 15 15 20 20 20 20 0 0 0 0 0 0 0 0 0 ok 2 0 1 1 0 0 135 2.5 5 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.5 10 16 12 21 24 30 34 38 0 0 0 0 0 0 0 0 0 0.67 10 10 15 15 20 20 20 20 0 0 0 0 0 0 0 0 0 Tipo do solo Areia com pedregulhos 3 0 0.85 0.5 0 0 แปดสิบเจ็ดบาทถ้วน 2 4 0 0 0.85 1 0.85 1 0.6 1 0.6 0.9 0.5 0.8 0.5 0.8 0.5 0.7 0.5 0.7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.4 10 13 11 16 20 22 27 31 0 0 0 0 0 0 0 0 0 0.65 10 10 15 15 20 20 20 20 0 0 0 0 0 0 0 0 0 Argila Siltosa Argila Arenosa Silte Argiloso Silte Arenoso Areia Argilosa Areia Siltosa Areia 4 1 0.5 0.5 0.5 0.5 สี่สิบแปดบาทถ้วน 3 6 3 6 0.85 0.8 0.85 0.8 0.6 0.65 0.6 0.65 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.85 0.8 0.85 0.8 0.6 0.65 0.6 0.65 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 10 13 11 16 20 22 27 31 0.4 10 13 11 16 20 22 27 31 0.56 10 10 15 15 20 20 20 20 0.56 10 10 15 15 20 20 20 20 5 0 0.7 0.5 0 0 63 3 6 0 0 0.85 0.9 0.85 0.9 0.6 0.75 0.6 0.75 0.5 0.6 0.5 0.6 0.5 0.6 0.5 0.6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.4 10 13 11 16 20 22 27 31 0 0 0 0 0 0 0 0 0 0.59 10 10 15 15 20 20 20 20 0 0 0 0 0 0 0 0 0 6 0 0.85 0.85 0 0 17 2.5 4.5 0 0 0.9 1 0.9 1 0.9 1 0.9 0.9 0.9 0.8 0.9 0.8 0.9 0.7 0.9 0.7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.4 9.9 18.9 14.4 23.4 27 32.4 36 39.6 0 0 0 0 0 0 0 0 0 0.65 10 10 15 15 20 20 20 20 0 0 0 0 0 0 0 0 0 Cota (m) N° SPT 7 0 0.9 0.5 0 0 63 2 4 0 0 0.85 1.5 0.85 1.5 0.6 1.5 0.6 1.2 0.5 1.1 0.5 1.1 0.5 1 0.5 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.6 10 14 11 16 19 22 26 29 0 0 0 0 0 0 0 0 0 0.87 10 10 15 15 20 20 20 20 0 0 0 0 0 0 0 0 0 0.5 0.5 16 3 6 0.85 0.8 0.85 0.8 0.6 0.65 0.6 0.65 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 10 13 11 16 20 22 27 31 0.56 10.0 10.0 15.0 15.0 20.0 20.0 20.0 20.0 Aoki-Velloso Decourt-Quaresma Alberto Henriques Teixeira 1358 ARGS ARGA SAG SAR AREA ARS ARE ARP ARGS ARGA SAG SAR AREA ARS ARE ARP SOLO SOLO SOLO SOLO 0 SOLO SPT SPT Ci Cp Ci Cp Ci Cp Ci Cp Ci Cp Ci Cp Ci Cp Ci Cp P.P.C.V. (%) K (%) K (%) K (%) K (%) K (%) K (%) K (%) K (%) K SPT SPT SPT SPT SPT β β β β β β β β α α α α α α α α 1 4 ok TRUE FALSE FALSE FALSE FALSE FALSE FALSE FALSE 1 0 0 0 0 0 0 0 1 1 1 TRUE 1 1 2 2 4 4 4 4 1 0.63 25 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14.0 1 4 -10 -10 0 0 0 2.52 2 0 P.P.C.V. 0.04 22 0.000 0 0.000 0 0.000 0 0 0 0 0 0.000 0 0.000 0 0.040 22 0.88 3.52 Qlu 35.4489461049 4 4 4 4 4 0 1 0 0 0 0 0 0 0 1 0.8 0.65 0.65 0.5 0.5 0.5 0.5 1.8666666667 0 0 0 0 0 0 0 1.8666666667 1 0 0 0 0 0 0 0 0.85 0.85 0.6 0.6 0.5 0.5 0.5 0.5 11 12 20 25 35 35 40 40 0 0 0 0 0 0 0 0 0 Qlu 86.8678418652 4 4 4 2 12 12 0 0 0 10 13 11 16 20 22 27 31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 4 Comprimento total da estaca (m) TRUE FALSE FALSE FALSE FALSE FALSE FALSE FALSE 1 0 0 0 0 0 0 0 1 1 1 TRUE 1 1 2 2 4 4 4 4 1 0.63 25 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13 1 4 -9 -9 0 0 0 2.52 2 0 Yi Yp 0.04 22 0.000 0 0.000 0 0.000 0 0 0 0 0 0.000 0 0.000 0 0.040 22 0.88 3.52 Qpu 31.7025968655 4 4 4 4 4 0 1 0 0 0 0 0 0 0 0.8 0.8 0.65 0.65 0.5 0.5 0.5 0.5 1.8666666667 0 0 0 0 0 0 0 1.8666666667 1 0 0 0 0 0 0 0 0.85 0.85 0.6 0.6 0.5 0.5 0.5 0.5 11 12 20 25 35 35 40 40 0 0 0 0 0 0 0 0 0 Qpu 48.9852834511 4 4 4 2 11 11 0 0 0 10 13 11 16 20 22 27 31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 6 15.0 m TRUE FALSE FALSE FALSE FALSE FALSE FALSE FALSE 1 0 0 0 0 0 0 0 1 1 1 TRUE 1 1 2 2 4 4 6 6 1 0.63 25 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 1 4 -8 -8 0 0 0 3.78 2 0 Compressão 1 1 0.04 22 0.000 0 0.000 0 0.000 0 0 0 0 0 0.000 0 0.000 0 0.040 22 0.88 5.28 Qu 67.1515429705 6 6 6 6 6 0 1 0 0 0 0 0 0 0 0.8 0.8 0.65 0.65 0.5 0.5 0.5 0.5 2.4 0 0 0 0 0 0 0 2.4 1 0 0 0 0 0 0 0 0.85 0.85 0.6 0.6 0.5 0.5 0.5 0.5 11 12 20 25 35 35 40 40 0 0 0 0 0 0 0 0 0 Qu 135.8531253163 6 6 6 2 10 10 0 0 0 10 13 11 16 20 22 27 31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 7 TRUE TRUE 1 FALSE TRUE FALSE FALSE FALSE FALSE FALSE FALSE 0 1 0 0 0 0 0 0 1 1 1 TRUE 1 1 2 2 4 4 7 7 1 0 0 0.63 25 0 0 0 0 0 0 0 0 0 0 0 0 11 1 4 -7 -7 0 0 0 4.41 2 0 Tração 0 0 0 0 0.024 35 0.000 0 0.000 0 0 0 0 0 0.000 0 0.000 0 0.024 35 0.84 5.88 Qadm 33.5757714852 7 7 7 7 7 0 0 1 0 0 0 0 0 0 0.8 0.8 0.65 0.65 0.5 0.5 0.5 0.5 0 2.6666666667 0 0 0 0 0 0 2.6666666667 0 1 0 0 0 0 0 0 0.85 0.85 0.6 0.6 0.5 0.5 0.5 0.5 11 12 20 25 35 35 40 40 0 0 0 0 0 0 0 0 0 Qadm 79.0677376822 7 7 7 2 9 9 0 0 0 10 13 11 16 20 22 27 31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Waldemir Alves de Mello CREA-SP:0601309325 5 8 Diâmetro seção circular * FALSE TRUE FALSE FALSE FALSE FALSE FALSE FALSE 0 1 0 0 0 0 0 0 1 1 1 TRUE 1 1 2 2 4 4 8 8 1 0 0 0.63 25 0 0 0 0 0 0 0 0 0 0 0 0 10 1 4 -6 -6 0 0 0 5.04 2 0 1 1 0 0 0.024 35 0.000 0 0.000 0 0 0 0 0 0.000 0 0.000 0 0.024 35 0.84 6.72 8 8 8 8 8 0 0 1 0 0 0 0 0 0 0.8 0.8 0.65 0.65 0.5 0.5 0.5 0.5 0 2.9333333333 0 0 0 0 0 0 2.9333333333 0 1 0 0 0 0 0 0 0.85 0.85 0.6 0.6 0.5 0.5 0.5 0.5 11 12 20 25 35 35 40 40 0 0 0 0 0 0 0 0 0 8 8 8 2 8 8 0 0 0 10 13 11 16 20 22 27 31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 8 450.0 mm FALSE TRUE FALSE FALSE FALSE FALSE FALSE FALSE 0 1 0 0 0 0 0 0 1 1 1 TRUE 1 1 2 2 4 4 8 8 1 0 0 0.63 25 0 0 0 0 0 0 0 0 0 0 0 0 9 1 4 -5 -5 0 0 0 5.04 2 0 P 1.4137166941 0 1.41 0 0 0.024 35 0.000 0 0.000 0 0 0 0 0 0.000 0 0.000 0 0.024 35 0.84 6.72 8 8 8 8 8 0 0 1 0 0 0 0 0 0 0.8 0.8 0.65 0.65 0.5 0.5 0.5 0.5 0 2.9333333333 0 0 0 0 0 0 2.9333333333 0 1 0 0 0 0 0 0 0.85 0.85 0.6 0.6 0.5 0.5 0.5 0.5 11 12 20 25 35 35 40 40 0 0 0 0 0 0 0 0 0 8 8 8 2 7 7 0 0 0 10 13 11 16 20 22 27 31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 9 FALSE TRUE FALSE FALSE FALSE FALSE FALSE FALSE 0 1 0 0 0 0 0 0 1 1 1 TRUE 1 1 2 2 4 4 9 9 1 0 0 0.63 25 0 0 0 0 0 0 0 0 0 0 0 0 8 1 4 -4 -4 0 0 0 5.67 2 0 L 15 0.1590431281 0 0 0.024 35 0.000 0 0.000 0 0 0 0 0 0.000 0 0.000 0 0.024 35 0.84 7.56 9 9 9 9 9 0 0 1 0 0 0 0 0 0 0.8 0.8 0.65 0.65 0.5 0.5 0.5 0.5 0 3.2 0 0 0 0 0 0 3.2 0 1 0 0 0 0 0 0 0.85 0.85 0.6 0.6 0.5 0.5 0.5 0.5 11 12 20 25 35 35 40 40 0 0 0 0 0 0 0 0 0 9 9 9 2 6 6 0 0 0 10 13 11 16 20 22 27 31 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 8 13 1 Volume base alargada (Franki) (L) FALSE TRUE FALSE FALSE FALSE FALSE FALSE FALSE 0 1 0 0 0 0 0 0 1 1 1 TRUE 1 1 2 2 4 4 13 13 1 0 0 0.63 25 0 0 0 0 0 0 0 0 0 0 0 0 7 1 4 -3 -3 0 0 0 8.19 2 0 dp 0 0 0.00 0.000 0 0 0 0.024 35 0.000 0 0.000 0 0 0 0 0 0.000 0 0.000 0 0.024 35 0.84 10.92 13 13 13 13 13 0 0 1 0 0 0 0 0 0 0.8 0.8 0.65 0.65 0.5 0.5 0.5 0.5 0 4.2666666667 0 0 0 0 0 0 4.2666666667 0 1 0 0 0 0 0 0 0.85 0.85 0.6 0.6 0.5 0.5 0.5 0.5 11 12 20 25 35 35 40 40 0 0 0 0 0 0 0 0 0 13 13 13 2 5 5 0 0 0 10 13 11 16 20 22 27 31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 15 litros FALSE TRUE FALSE FALSE FALSE FALSE FALSE FALSE 0 1 0 0 0 0 0 0 1 1 1 TRUE 1 1 2 2 4 4 15 15 1 0 0 0.63 25 0 0 0 0 0 0 0 0 0 0 0 0 6 1 4 -2 -2 0 0 0 9.45 2 0 dp 0.45 0.45 0.159 0.1590431281 sp 0.159 0 0 0.024 35 0.000 0 0.000 0 0 0 0 0 0.000 0 0.000 0 0.024 35 0.84 12.6 15 15 15 15 15 0 0 1 0 0 0 0 0 0 0.8 0.8 0.65 0.65 0.5 0.5 0.5 0.5 0 4.8 0 0 0 0 0 0 4.8 0 1 0 0 0 0 0 0 0.85 0.85 0.6 0.6 0.5 0.5 0.5 0.5 11 12 20 25 35 35 40 40 0 0 0 0 0 0 0 0 0 15 15 15 2 4 4 0 0 0 10 13 11 16 20 22 27 31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 16 FALSE TRUE FALSE FALSE FALSE FALSE FALSE FALSE 0 1 0 0 0 0 0 0 1 1 1 TRUE 1 1 2 2 4 4 16 16 1 0 0 0.63 25 0 0 0 0 0 0 0 0 0 0 0 0 5 1 4 -1 -1 0 0 0 10.08 2 0 B 0.816 dp 0.45 0 0 0.024 35 0.000 0 0.000 0 0 0 0 0 0.000 0 0.000 0 0.024 35 0.84 13.44 16 16 16 16 16 0 0 1 0 0 0 0 0 0 0.8 0.8 0.65 0.65 0.5 0.5 0.5 0.5 0 5.0666666667 0 0 0 0 0 0 5.0666666667 0 1 0 0 0 0 0 0 0.85 0.85 0.6 0.6 0.5 0.5 0.5 0.5 11 12 20 25 35 35 40 40 0 0 0 0 0 0 0 0 0 16 16 16 2 3 3 0 0 0 10 13 11 16 20 22 27 31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 14 1 Tipo de carregamento método "P.P.C.V" FALSE FALSE TRUE FALSE FALSE FALSE FALSE FALSE 0 0 1 0 0 0 0 0 1 1 1 TRUE 1 1 2 2 4 4 14 14 1 0 0 0 0 0.7 30 0 0 0 0 0 0 0 0 0 0 4 1 4 0 0 1 0 1 9.8 420 2 0 8*dp 3.6 4 4 0 0 0.000 0 0.034 23 0.000 0 0 0 0 0 0.000 0 0.000 0 0.034 23 0.782 10.948 14 14 14 14 14 0 0 0 1 0 0 0 0 0 0.8 0.8 0.65 0.65 0.5 0.5 0.5 0.5 0 0 3.6833333333 0 0 0 0 0 3.6833333333 0 0 1 0 0 0 0 0 0.85 0.85 0.6 0.6 0.5 0.5 0.5 0.5 11 12 20 25 35 35 40 40 0 0 0 0 0 0 0 0 0 14 14 14 2 2 2 0 0 0 10 13 11 16 20 22 27 31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 18 Compressão * FALSE FALSE TRUE FALSE FALSE FALSE FALSE FALSE 0 0 1 0 0 0 0 0 1 1 1 TRUE 1 1 2 2 4 4 18 18 1 0 0 0 0 0.7 30 0 0 0 0 0 0 0 0 0 0 3 1 4 1 1 0 1 1 12.6 540 2 0 3,5*dp 1.575 2 2 0 0 0.000 0 0.034 23 0.000 0 0 0 0 0 0.000 0 0.000 0 0.034 23 0.782 14.076 18 18 18 18 18 0 0 0 1 0 0 0 0 0 0.8 0.8 0.65 0.65 0.5 0.5 0.5 0.5 0 0 4.55 0 0 0 0 0 4.55 0 0 1 0 0 0 0 0 0.85 0.85 0.6 0.6 0.5 0.5 0.5 0.5 11 12 20 25 35 35 40 40 0 0 0 0 0 0 0 0 0 18 18 18 2 1 1 0 0 0 10 13 11 16 20 22 27 31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13 50 FALSE FALSE TRUE FALSE FALSE FALSE FALSE FALSE 0 0 1 0 0 0 0 0 1 1 1 TRUE 1 1 2 2 4 4 50 40 1 0 0 0 0 0.7 30 0 0 0 0 0 0 0 0 0 0 2 1 4 2 2 0 1 1 28 1200 2 0 Qlu 87.0849483575 0 0 0.000 0 0.034 23 0.000 0 0 0 0 0 0.000 0 0.000 0 0.034 23 0.782 31.28 50 50 50 50 50 0 0 0 1 0 0 0 0 0 0.8 0.8 0.65 0.65 0.5 0.5 0.5 0.5 0 0 11.4833333333 0 0 0 0 0 11.4833333333 0 0 1 0 0 0 0 0 0.85 0.85 0.6 0.6 0.5 0.5 0.5 0.5 11 12 20 25 35 35 40 40 0 0 0 0 0 0 0 0 0 40 40 40 2 0 0 40 40 0 0 10 13 11 16 20 22 27 31 0 0 440 0 0 0 0 0 440 0 0 0 0 0 0 0 0 14 23 Resultado dos Métodos FALSE FALSE TRUE FALSE FALSE FALSE FALSE FALSE 0 0 1 0 0 0 0 0 1 1 1 TRUE 1 1 2 2 4 4 23 23 1 0 0 0 0 0.7 30 0 0 0 0 0 0 0 0 0 0 1 1 4 3 3 0 1 1 16.1 690 2 0 Qpu 49.3972051528 0 0 0.000 0 0.034 23 0.000 0 0 0 0 0 0.000 0 0.000 0 0.034 23 0.782 17.986 23 23 23 23 23 23 23 0 0 1 0 0 0 0 0 0.8 0.8 0.65 0.65 0.5 0.5 0.5 0.5 0 0 5.6333333333 0 0 0 0 0 5.6333333333 0 0 1 0 0 0 0 0 0.85 0.85 0.6 0.6 0.5 0.5 0.5 0.5 11 12 20 25 35 35 40 40 0 0 276 0 0 0 0 0 276 23 23 23 2 -1 -1 23 23 0 0 10 13 11 16 20 22 27 31 0 0 253 0 0 0 0 0 253 0 0 0 0 0 0 0 0 15 26 FALSE FALSE TRUE FALSE FALSE FALSE FALSE FALSE 0 0 1 0 0 0 0 0 1 1 1 TRUE 1 1 2 2 4 4 26 26 1 0 0 0 0 0.7 30 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 2 2 1 780 Qu 136.4821535104 0 0 0.000 0 0.034 23 0.000 0 0 0 0 0 0.000 0 0.000 0 0.034 23 0.782 598 26 26 26 26 26 26 0 0 0 0 0 0 0 0 0.8 0.8 0.65 0.65 0.5 0.5 0.5 0.5 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0.85 0.85 0.6 0.6 0.5 0.5 0.5 0.5 11 12 20 25 35 35 40 40 0 0 312 0 0 0 0 0 312 26 26 2 -2 0 0 0 0 10 13 11 16 20 22 27 31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16 28 Carga admissível da estaca (t) FALSE FALSE TRUE FALSE FALSE FALSE FALSE FALSE 0 0 1 0 0 0 0 0 1 1 1 TRUE 1 1 2 2 4 4 28 28 1 0 0 0 0 0.7 30 0 0 0 0 0 0 0 0 0 0 -1 0 4 0 0 0 0 2 1 1 840 Qadm 54.5928614041 0 0 0.000 0 0.034 23 0.000 0 0 0 0 0 0.000 0 0.000 0 0.034 23 0.782 28 28 28 28 28 28 0 0 0 0 0 0 0 0 0.8 0.8 0.65 0.65 0.5 0.5 0.5 0.5 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0.85 0.85 0.6 0.6 0.5 0.5 0.5 0.5 11 12 20 25 35 35 40 40 0 0 336 0 0 0 0 0 336 28 28 2 -3 0 0 0 -1 10 13 11 16 20 22 27 31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17 28 Capacidade de carga total da estaca (t) FALSE FALSE TRUE FALSE FALSE FALSE FALSE FALSE 0 0 1 0 0 0 0 0 1 1 1 TRUE 1 1 2 2 4 4 28 28 1 0 0 0 0 0.7 30 0 0 0 0 0 0 0 0 0 0 -2 0 4 0 0 0 0 2 0 0 0 0.000 0 0.034 23 0.000 0 0 0 0 0 0.000 0 0.000 0 0.034 23 0.782 28 28 28 28 0 0 0 0 0 0 0 0 0 0.8 0.8 0.65 0.65 0.5 0.5 0.5 0.5 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0.85 0.85 0.6 0.6 0.5 0.5 0.5 0.5 11 12 20 25 35 35 40 40 0 0 0 0 0 0 0 0 0 28 28 2 -4 0 0 0 -2 10 13 11 16 20 22 27 31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 18 32 Capacidade de carga resistência de ponta (t) FALSE FALSE TRUE FALSE FALSE FALSE FALSE FALSE 0 0 1 0 0 0 0 0 1 1 1 TRUE 1 1 2 2 4 4 32 32 1 0 0 0 0 0.7 30 0 0 0 0 0 0 0 0 0 0 -3 0 4 0 0 0 0 2 -1 0 0 0.000 0 0.034 23 0.000 0 0 0 0 0 0.000 0 0.000 0 0.034 23 0.782 32 32 32 32 0 0 0 0 0 0 0 0 0 0.8 0.8 0.65 0.65 0.5 0.5 0.5 0.5 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0.85 0.85 0.6 0.6 0.5 0.5 0.5 0.5 11 12 20 25 35 35 40 40 0 0 0 0 0 0 0 0 0 32 32 2 -5 0 0 0 -3 10 13 11 16 20 22 27 31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19 45 Capacidade de carga atrito lateral (t) FALSE FALSE TRUE FALSE FALSE FALSE FALSE FALSE 0 0 1 0 0 0 0 0 1 1 1 TRUE 1 1 2 2 4 4 45 40 1 0 0 0 0 0.7 30 0 0 0 0 0 0 0 0 0 0 -4 0 4 0 0 0 0 2 -2 0 0 0.000 0 0.034 23 0.000 0 0 0 0 0 0.000 0 0.000 0 0.034 23 0.782 45 45 45 45 0 0 0 0 0 0 0 0 0 0.8 0.8 0.65 0.65 0.5 0.5 0.5 0.5 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0.85 0.85 0.6 0.6 0.5 0.5 0.5 0.5 11 12 20 25 35 35 40 40 0 0 0 0 0 0 0 0 0 40 40 2 -6 0 0 0 -4 10 13 11 16 20 22 27 31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20 45 FALSE FALSE TRUE FALSE FALSE FALSE FALSE FALSE 0 0 1 0 0 0 0 0 1 1 1 TRUE 1 1 2 2 4 4 45 40 1 0 0 0 0 0.7 30 0 0 0 0 0 0 0 0 0 0 -5 0 4 0 0 0 0 2 -3 0 0 0.000 0 0.034 23 0.000 0 0 0 0 0 0.000 0 0.000 0 0.034 23 0.782 45 45 45 45 0 0 0 0 0 0 0 0 0 0.8 0.8 0.65 0.65 0.5 0.5 0.5 0.5 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0.85 0.85 0.6 0.6 0.5 0.5 0.5 0.5 11 12 20 25 35 35 40 40 0 0 0 0 0 0 0 0 0 40 40 2 -7 0 0 0 -5 10 13 11 16 20 22 27 31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21 48 Pedro Paulo Costa Velloso 87.1 49.4 136.5 54.6 FALSE FALSETRUE FALSE FALSE FALSE FALSE FALSE 0 0 1 0 0 0 0 0 1 1 1 TRUE 1 1 2 2 4 4 48 40 1 0 0 0 0 0.7 30 0 0 0 0 0 0 0 0 0 0 -6 0 4 0 0 0 0 2 -4 0 0 0.000 0 0.034 23 0.000 0 0 0 0 0 0.000 0 0.000 0 0.034 23 0.782 48 48 48 48 0 0 0 0 0 0 0 0 0 0.8 0.8 0.65 0.65 0.5 0.5 0.5 0.5 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0.85 0.85 0.6 0.6 0.5 0.5 0.5 0.5 11 12 20 25 35 35 40 40 0 0 0 0 0 0 0 0 0 40 40 2 -8 0 0 0 -6 10 13 11 16 20 22 27 31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Licenciado para: 22 53 Aoki-Velloso 35.4 31.7 67.2 33.6 FALSE FALSE TRUE FALSE FALSE FALSE FALSE FALSE 0 0 1 0 0 0 0 0 1 1 1 TRUE 1 1 2 2 4 4 53 40 1 0 0 0 0 0.7 30 0 0 0 0 0 0 0 0 0 0 -7 0 4 0 0 0 0 2 -5 0 0 0.000 0 0.034 23 0.000 0 0 0 0 0 0.000 0 0.000 0 0.034 23 0.782 53 50 50 50 0 0 0 0 0 0 0 0 0 0.8 0.8 0.65 0.65 0.5 0.5 0.5 0.5 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0.85 0.85 0.6 0.6 0.5 0.5 0.5 0.5 11 12 20 25 35 35 40 40 0 0 0 0 0 0 0 0 0 40 40 2 -9 0 0 0 -7 10 13 11 16 20 22 27 31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23 55 Decourt-Quaresma 86.9 49.0 135.9 79.1 FALSE FALSE TRUE FALSE FALSE FALSE FALSE FALSE 0 0 1 0 0 0 0 0 1 1 1 TRUE 1 1 2 2 4 3 55 40 1 0 0 0 0 0.7 30 0 0 0 0 0 0 0 0 0 0 -8 0 4 0 0 0 0 2 -6 0 0 0.000 0 0.034 23 0.000 0 0 0 0 0 0.000 0 0.000 0 0.034 23 0.782 55 50 50 50 0 0 0 0 0 0 0 0 0 0.8 0.8 0.65 0.65 0.5 0.5 0.5 0.5 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0.85 0.85 0.6 0.6 0.5 0.5 0.5 0.5 11 12 20 25 35 35 40 40 0 0 0 0 0 0 0 0 0 40 40 2 -10 0 0 0 -8 10 13 11 16 20 22 27 31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 24 60 Alberto Henriques Teixeira 104.6 27.6 132.2 76.6 FALSE FALSE TRUE FALSE FALSE FALSE FALSE FALSE 0 0 1 0 0 0 0 0 1 1 1 TRUE 1 1 2 1 3 1 1 60 40 1 0 0 0 0 0.7 30 0 0 0 0 0 0 0 0 0 0 -9 0 4 0 0 0 0 2 -7 0 0 0.000 0 0.034 23 0.000 0 0 0 0 0 0.000 0 0.000 0 0.034 23 0.782 60 50 50 50 0 0 0 0 0 0 0 0 0 0.8 0.8 0.65 0.65 0.5 0.5 0.5 0.5 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0.85 0.85 0.6 0.6 0.5 0.5 0.5 0.5 11 12 20 25 35 35 40 40 0 0 0 0 0 0 0 0 0 40 40 2 -11 0 0 0 -9 10 13 11 16 20 22 27 31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 25 Urbano Rodrigues Alonso 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-10 -10 0 0 0 4 0 1 0 0 10.0 10.0 15.0 15.0 20.0 20.0 20.0 20.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Qu 132.1692573058 0 0.0 0.0 0.0 0.0 4 13 1 4 -9 -9 0 0 0 4 0 1 0 0 10.0 10.0 15.0 15.0 20.0 20.0 20.0 20.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Qadm Estacas cravadas e raiz 66.0846286529 0 0.0 0.0 0.0 0.0 6 12 1 4 -8 -8 0 0 0 6 0 1 0 0 10.0 10.0 15.0 15.0 20.0 20.0 20.0 20.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Qadm Estacas escavas em geral 76.631912395 1 104.6 27.6 132.2 76.6 7 11 1 4 -7 -7 0 0 0 7 0 1 0 0 10.0 10.0 15.0 15.0 20.0 20.0 20.0 20.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 8 10 1 4 -6 -6 0 0 0 8 0 1 0 0 10.0 10.0 15.0 15.0 20.0 20.0 20.0 20.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 8 9 1 4 -5 -5 0 0 0 8 0 1 0 0 10.0 10.0 15.0 15.0 20.0 20.0 20.0 20.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 9 8 1 4 -4 -4 0 0 0 9 0 1 0 0 10.0 10.0 15.0 15.0 20.0 20.0 20.0 20.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 104.6 27.6 132.2 76.6 13 7 1 4 -3 -3 0 0 0 13 0 1 0 0 10.0 10.0 15.0 15.0 20.0 20.0 20.0 20.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15 6 1 4 -2 -2 0 0 0 15 0 1 0 0 10.0 10.0 15.0 15.0 20.0 20.0 20.0 20.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16 5 1 4 -1 -1 0 0 0 16 0 1 0 0 10.0 10.0 15.0 15.0 20.0 20.0 20.0 20.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14 4 1 4 0 0 1 0 1 14 14 1 0 0 10.0 10.0 15.0 15.0 20.0 20.0 20.0 20.0 0 0 210 0 0 0 0 0 210 0 0 0 0 0 0 0 0 0 18 3 1 4 1 1 0 1 1 18 18 1 0 0 10.0 10.0 15.0 15.0 20.0 20.0 20.0 20.0 0 0 270 0 0 0 0 0 270 0 0 0 0 0 0 0 0 0 40 2 1 4 2 2 0 1 1 40 40 1 0 0 10.0 10.0 15.0 15.0 20.0 20.0 20.0 20.0 0 0 600 0 0 0 0 0 600 0 0 0 0 0 0 0 0 0 23 1 1 4 3 3 0 1 1 23 23 1 0 0 10.0 10.0 15.0 15.0 20.0 20.0 20.0 20.0 0 0 345 0 0 0 0 0 345 0 0 0 0 0 0 0 0 0 26 0 0 4 0 0 0 0 0 1 1 26 10.0 10.0 15.0 15.0 20.0 20.0 20.0 20.0 0 0 0 0 0 0 0 0 0 0 0 390 0 0 0 0 0 390 28 -1 0 4 0 0 0 0 0 1 0 0 10.0 10.0 15.0 15.0 20.0 20.0 20.0 20.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 28 -2 0 4 0 0 0 0 0 1 -1 0 10.0 10.0 15.0 15.0 20.0 20.0 20.0 20.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 32 -3 0 4 0 0 0 0 0 1 -2 0 10.0 10.0 15.0 15.0 20.0 20.0 20.0 20.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 40 -4 0 4 0 0 0 0 0 1 -3 0 10.0 10.0 15.0 15.0 20.0 20.0 20.0 20.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 40 -5 0 4 0 0 0 0 0 1 -4 0 10.0 10.0 15.0 15.0 20.0 20.0 20.0 20.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 40 -6 0 4 0 0 0 0 0 1 -5 0 10.0 10.0 15.0 15.0 20.0 20.0 20.0 20.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 40 -7 0 4 0 0 0 0 0 1 -6 0 10.0 10.0 15.0 15.0 20.0 20.0 20.0 20.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 40 -8 0 4 0 0 0 0 0 1 -7 0 10.0 10.0 15.0 15.0 20.0 20.0 20.0 20.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 40 -9 0 4 0 0 0 0 0 1 -8 0 10.0 10.0 15.0 15.0 20.0 20.0 20.0 20.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 054.6 136.5 49.4 87.1 0 -10 0 4 0 0 0 0 0 1 -9 0 10.0 10.0 15.0 15.0 20.0 20.0 20.0 20.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 33.6 67.2 31.7 35.4 0 -11 0 4 0 0 0 0 0 1 -10 0 10.0 10.0 15.0 15.0 20.0 20.0 20.0 20.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 79.1 135.9 49.0 86.9 0 -12 0 4 0 0 0 0 0 1 -11 0 10.0 10.0 15.0 15.0 20.0 20.0 20.0 20.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 76.6 132.2 27.6 104.6 0 -13 0 4 0 0 0 0 0 1 -12 0 10.0 10.0 15.0 15.0 20.0 20.0 20.0 20.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 78.2 156.3 59.3 97.0 0 -14 0 4 0 0 0 0 0 1 -13 0 10.0 10.0 15.0 15.0 20.0 20.0 20.0 20.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 64.4 125.6 43.4 82.2 0 -15 0 4 0 0 0 0 0 1 -14 0 10.0 10.0 15.0 15.0 20.0 20.0 20.0 20.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -16 0 4 0 0 0 0 0 1 -15 0 10.0 10.0 15.0 15.0 20.0 20.0 20.0 20.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -17 0 4 0 0 0 0 0 1 -16 0 10.0 10.0 15.0 15.0 20.0 20.0 20.0 20.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -18 0 4 0 0 0 0 0 1 -17 0 10.0 10.0 15.0 15.0 20.0 20.0 20.0 20.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -19 0 4 0 0 0 0 0 1 -18 0 10.0 10.0 15.0 15.0 20.0 20.0 20.0 20.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -20 0 4 0 0 0 0 0 1 -19 0 10.0 10.0 15.0 15.0 20.0 20.0 20.0 20.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -21 0 4 0 0 0 0 0 1 -20 0 10.0 10.0 15.0 15.0 20.0 20.0 20.0 20.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -22 0 4 0 0 0 0 0 1 -21 0 10.0 10.0 15.0 15.0 20.0 20.0 20.0 20.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -23 0 4 0 0 0 0 0 1 -22 0 10.0 10.0 15.0 15.0 20.0 20.0 20.0 20.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -24 0 4 0 0 0 0 0 1 -23 0 10.0 10.0 15.0 15.0 20.0 20.0 20.0 20.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -25 0 4 0 0 0 0 0 1 -24 0 10.0 10.0 15.0 15.0 20.0 20.0 20.0 20.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -26 0 4 0 0 0 0 0 1 -25 0 10.0 10.0 15.0 15.0 20.0 20.0 20.0 20.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -27 0 4 0 0 0 0 0 1 -26 0 10.0 10.0 15.0 15.0 20.0 20.0 20.0 20.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -28 0 4 0 0 0 0 0 1 -27 0 10.0 10.0 15.0 15.0 20.0 20.0 20.0 20.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -29 0 4 0 0 0 0 0 1 -28 0 10.0 10.0 15.0 15.0 20.0 20.0 20.0 20.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -30 0 4 0 0 0 0 0 1 -29 0 10.0 10.0 15.0 15.0 20.0 20.0 20.0 20.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -31 0 4 0 0 0 0 0 1 -30 0 10.0 10.0 15.0 15.0 20.0 20.0 20.0 20.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -32 0 4 0 0 0 0 0 1 -31 0 10.0 10.0 15.0 15.0 20.0 20.0 20.0 20.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -33 0 4 0 0 0 0 0 1 -32 0 10.0 10.0 15.0 15.0 20.0 20.0 20.0 20.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -34 0 4 0 0 0 0 0 1 -33 0 10.0 10.0 15.0 15.0 20.0 20.0 20.0 20.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -35 0 4 0 0 0 0 0 1 -34 0 10.0 10.0 15.0 15.0 20.0 20.0 20.0 20.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 185 0 0 1425 0 0 0 0 0 0 0 390 0 0 0 0 0 1425 356.25 390 390 8*dp 3.6 4 4 3*dp 1.35 1 1 Qlu 96.9572147759 Qpu 59.3429671678 Qu 156.3001819437 Qadm 78.1500909718 121.1965184698 Qadm 78.1500909718 Capacidade de carga lateral 87.084948357509049 35.448946104943822 86.867841865198486 104.61503536454012 96.957214775855789 Capacidade de carga de ponta 49.397205152846738 31.702596865538002 48.985283451098852 27.554221941243107 59.342967167828768 Capacidade de carga total 136.48 215351035577 67.151542970481827 135.85312531629734 132.16925730578322 156.30018194368455 Gráfico - Carga admissível da estaca Carga admissível 54.592861404142312 33.575771485240914 79.067737682158153 76.631912395004193 78.150090971842275 64.403674787677573 Carga total 136.48215351035577 67.151542970481827 135.85312531629734 132.16925730578322 156.30018194368455 125.59125220932056 Capacidade de ponta 49.397205152846738 31.702596865538002 48.985283451098852 27.554221941243107 59.342967167828768 43.396454915711089 Capacidade lateral 87.084948357509049 35.448946104943822 86.867841865198486 104.61503536454012 96.957214775855789 82.194797293609454 (ton) 4 4 6 7 8 8 9 13 15 16 14 18 50 23 26 28 28 32 45 45 48 53 55 60 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 54,6 15 33,6 15 79,1 15 76,6 15 78,2 15 15,0 15 Programa para cálculo de carga admissível de estacas com senha de proteção A proteção inserida nas planilhas trabalham de forma a preservar fórmulas e resultados. O programa foi desenvolvido para que seja desconfigurado e desprogramado no caso de violação das senhas com qualquer tipo de modificação dentro da área protegida. O Site Engenharia e o autor do programa não se responsabilizam por resultados errados resultantes de dados inseridos incorretamente. A proteção garante a integridade das normas e fórmulas Informações www.sitengenharia.com.br http://www.sitengenharia.com.br/Premoldada (concreto) Franki Hélice Contínua Escavadas sem revestimentos Escavadas com revestimentos ou lama Hollow Auger Raiz O campo, "número de golpes" (N°SPT), deveráestar devidamente preenchido nas casas das respectivas cotas de profundidades, "cota (m)". O programa realiza os cálculos a partir dos valores inseridos, por isto há a necessidade dos campos estarem preenchidos apenas com números inteiros igual ou maiores que 1. Para realizar os cálculos em todos os processos, o programa necessitará que células, além da cota de apoio da estaca, também estejam preencidas, ex: Caso sua estaca tenha 600 mm de diâmetro, o programa calculará a carga admissível a partir da cota de apoio da estaca, mais 3,5 x o diâmetro da estaca. Então, 3,5 x 0,6 = 2,1, arredonda-se para 2. Isto significa que o programa necessita de 2 metros a mais de preenchimento da sondagem além do comprimento da estaca. Se a estaca possue 12m de profundidade ou comprimento, então precisaremos de 14 metros de sondagem preenchida. Após inserir os valores dos golpes em suas respectivas cotas é necessário que os tipos de solos estejam devidamente preenchidos. Neste campo, "tipos de solos", o programa entenderá quando marcado apenas uma opção por linha e não mais. Isto se aplica apenas nas casas com valores de SPT preenchidas. Nas células não preencidas com os valores de SPT "golpes" e se nestas linhas estiverem marcados tipos de solos, o programa também não permitirá que os resultados sejam lançados . O campo "diâmetro da estaca", deverá ser preenchida com valores em milímetros. Este valor será necessário para o cálculo da carga admissível de ponta e para o cálculo da área lateral da estaca. Em "volume da base alargada" em Litros, o programa fará os cálculos do diâmetro da base a partir do volume obtido deste. 1-Pedro Paulo C. Velloso 2-Aoki-Velloso 3-Decourt-Quaresma 4-Alberto H. Teixeira 5-Urbano R. Alonso 6 - Média dos processos Atenção: As células marcadas por asteríscos (*), são células com opcionais, clique sobre esta célula e escolha a melhor opção. Atenção: Procure não apagar ou excluir células fora da área de inserção de dados. As células ligadas aos marcadores de "tipo de solo" não podem ser bloqueadas e, por isto, caso sejam apagadas, estas criarão resultados errados. Atenção: "No caso específico de estacas escavadas, a carga admissível deve ser de no máximo 1,25 vezes a resistência do atrito lateral calculada na ruptura. Quando superior a esse valor, o processo executivo de limpeza da ponta deve ser especificado pelo projetista e ratificado pelo executor." Neste programa, o valor da carga admissível da estaca escavada é dado pela soma das resistências de atrito lateral e ponta, dividido pelo coeficiente de segurança (definido pelo autor do processo). Quando o resultado da carga admissível for superior a 1,25 vezes a resistência lateral, o programa retornará com a fonte em vermelho, ex: 178,4. Atenção: Para carga admissível, a capacidade de carga total deve ser dividida pelo coeficiente de segurança (CS). Os coeficientes de segurança (CS) utilizados nos métodos são os estipulados pelo seus respectivos autores. A Norma estipula valor mínimo para CS igual a 2. 1-Pedro Paulo C. Velloso 2-Aoki-Velloso 3-Decourt-Quaresma 4-Alberto H. Teixeira 5-Urbano R. Alonso 1 2 3 4 5 Memória de cálculo Planilha cálculo carga admissível estacas 12:00:00 AM 7/11/13 10:48 Edificação Planilha cálculo carga admissível estacas 12:00:00 AM 7/11/13 10:48 Edificação Planilha cálculo carga admissível estacas 12:00:00 AM 7/11/13 10:48 Edificação Cliente/emp. cidade Cliente/emp. cidade Cliente/emp. cidade Profissional Waldemir Alves de Mello CREA-SP:0601309325 Obra: Profissional Waldemir Alves de Mello CREA-SP:0601309325 Obra: Profissional Waldemir Alves de Mello CREA-SP:0601309325 Obra: Método Método Método Método Método Pedro Paulo Costa Velloso Aoki-Velloso Décourt-Quaresma Alberto Henriques Teixeira Urbano Rodrigues Alonso COTA SPT Tipo do solo SPT considerado Ci t/m².N Cp t/m².N (acima) Cp t/m².N (abaixo) COTA SPT Tipo do solo SPT considerado α(%).K(t/m²) α(%).K(t/m²).N COTA SPT Tipo do solo SPT considerado 1/3β.N α.K.N COTA SPT Tipo do solo SPT considerado β α.N COTA SPT Tipo do solo SPT considerado 8db (acima) 3db (abaixo) α PPCV ARGS 1 2 3 4 5 6 7 8 1 4 ARGS 4 2.52 1 4 ARGS 4 0.88 3.52 1 4 ARGS 4 1.8666666667 0 1 4 ARGS 4 0.4 0 1 4 ARGS 4 0 0 0.56 1 0 0 0 0 0 0 0 1 ARGS ARGA SAG SAR AREA ARS ARE ARP ARGS ARGS 2 4 ARGS 4 2.52 2 4 ARGS 4 0.88 3.52 2 4 ARGS 4 1.8666666667 0 2 4 ARGS 4 0.4 0 2 4 ARGS 4 0 0 0.56 1 0 0 0 0 0 0 0 1 ARGS ARGA SAG SAR AREA ARS ARE ARP ARGS ARGS 3 6 ARGA 6 3.78 3 6 ARGA 6 0.88 5.28 3 6 ARGA 6 2.4 0 3 6 ARGA 6 0.4 0 3 6 ARGA 6 0 0 0.56 0 2 0 0 0 0 0 0 2 ARGS ARGA SAG SAR AREA ARS ARE ARP ARGA ARGA 4 7 ARGA 7 4.41 4 7 ARGA 7 0.84 5.88 4 7 ARGA 7 2.6666666667 0 4 7 ARGA 7 0.4 0 4 7 ARGA 7 0 0 0.56 0 2 0 0 0 0 0 0 2 ARGS ARGA SAG SAR AREA ARS ARE ARP ARGA ARGA 5 8 ARGA 8 5.04 5 8 ARGA 8 0.84 6.72 5 8 ARGA 8 2.9333333333 0 5 8 ARGA 8 0.4 0 5 8 ARGA 8 0 0 0.56 0 2 0 0 0 0 0 0 2 ARGS ARGA SAG SAR AREA ARS ARE ARP ARGA ARGA 6 8 ARGA 8 5.04 6 8 ARGA 8 0.84 6.72 6 8 ARGA 8 2.9333333333 0 6 8 ARGA 8 0.4 0 6 8 ARGA 8 0 0 0.56 0 2 0 0 0 0 0 0 2 ARGS ARGA SAG SAR AREA ARS ARE ARP ARGA ARGA 7 9 ARGA 9 5.67 7 9 ARGA 9 0.84 7.56 7 9 ARGA 9 3.2 0 7 9 ARGA 9 0.4 0 7 9 ARGA 9 0 0 0.56 0 2 0 0 0 0 0 0 2 ARGS ARGA SAG SAR AREA ARS ARE ARP ARGA ARGA 8 13 ARGA 13 8.19 8 13 ARGA 13 0.84 10.92 8 13 ARGA 13 4.2666666667 0 8 13 ARGA 13 0.4 0 8 13 ARGA 13 0 0 0.56 0 2 0 0 0 0 0 0 2 ARGS ARGA SAG SAR AREA ARS ARE ARP ARGA ARGA 9 15 ARGA 15 9.45 9 15 ARGA 15 0.84 12.6 9 15 ARGA 15 4.8 0 9 15 ARGA 15 0.4 0 9 15 ARGA 15 0 0 0.56 0 2 0 0 0 0 0 0 2 ARGS ARGA SAG SAR AREA ARS ARE ARP ARGA ARGA 10 16 SAG 16 10.08 10 16 SAG 16 0.84 13.44 10 16 SAG 16 5.0666666667 0 10 16 SAG 16 0.4 0 10 16 SAG 16 0 0 0.56 0 0 3 0 0 0 0 0 3 ARGS ARGA SAG SAR AREA ARS ARE ARP SAG SAG 11 14 SAG 14 9.8 420 11 14 SAG 14 0.782 10.948 11 14 SAG 14 3.6833333333 0 11 14 SAG 14 0.4 0 11 14 SAG 14 210 0 0.56 0 0 3 0 0 0 0 0 3 ARGS ARGA SAG SAR AREA ARS ARE ARP SAG SAG 12 18 SAG 18 12.6 540 12 18 SAG 18 0.782 14.076 12 18 SAG 18 4.55 0 12 18 SAG 18 0.4 0 12 18 SAG 18 270 0 0.56 0 0 3 0 0 0 0 0 3 ARGS ARGA SAG SAR AREA ARS ARE ARP SAG SAG 13 50 SAG 40 28 1200 13 50 SAG 40 0.782 31.28 13 50 SAG 50 11.4833333333 0 13 50 SAG 40 0.4 440 13 50 SAG 40 600 0 0.56 0 0 3 0 0 0 0 0 3 ARGS ARGA SAG SAR AREA ARS ARE ARP SAG SAG 14 23 SAG 23 16.1 690 14 23 SAG 23 0.782 17.986 14 23 SAG 23 5.6333333333 276 14 23 SAG 23 0.4 253 14 23 SAG 23 345 0 0.56 0 0 3 0 0 0 0 0 3 ARGS ARGA SAG SAR AREA ARS ARE ARP SAG SAG 15 26 SAG 26 780 15 26 SAG 26 0.782 15 26 SAG 26 0 312 15 26 SAG 26 0.4 0 15 26 SAG 26 0 390 0.56 0 0 3 0 0 0 0 0 3 ARGS ARGA SAG SAR AREA ARS ARE ARP SAG SAG 16 28 SAG 28 840 16 28 SAG 28 0.782 16 28 SAG 28 0 336 16 28 SAG 28 0.4 0 16 28 SAG 28 0 0 0.56 0 0 3 0 0 0 0 0 3 ARGS ARGA SAG SAR AREA ARS ARE ARP SAG SAG 17 28 SAG 28 17 28 SAG 28 0.782 17 28 SAG 28 0 0 17 28 SAG 28 0.4 0 17 28 SAG 28 0 0 0.560 0 3 0 0 0 0 0 3 ARGS ARGA SAG SAR AREA ARS ARE ARP SAG SAG 18 32 SAG 32 18 32 SAG 32 0.782 18 32 SAG 32 0 0 18 32 SAG 32 0.4 0 18 32 SAG 32 0 0 0.56 0 0 3 0 0 0 0 0 3 ARGS ARGA SAG SAR AREA ARS ARE ARP SAG SAG 19 45 SAG 40 19 45 SAG 40 0.782 19 45 SAG 45 0 0 19 45 SAG 40 0.4 0 19 45 SAG 40 0 0 0.56 0 0 3 0 0 0 0 0 3 ARGS ARGA SAG SAR AREA ARS ARE ARP SAG SAG 20 45 SAG 40 20 45 SAG 40 0.782 20 45 SAG 45 0 0 20 45 SAG 40 0.4 0 20 45 SAG 40 0 0 0.56 0 0 3 0 0 0 0 0 3 ARGS ARGA SAG SAR AREA ARS ARE ARP SAG SAG 21 48 SAG 40 21 48 SAG 40 0.782 21 48 SAG 48 0 0 21 48 SAG 40 0.4 0 21 48 SAG 40 0 0 0.56 0 0 3 0 0 0 0 0 3 ARGS ARGA SAG SAR AREA ARS ARE ARP SAG SAG 22 53 SAG 40 22 53 SAG 40 0.782 22 53 SAG 50 0 0 22 53 SAG 40 0.4 0 22 53 SAG 40 0 0 0.56 0 0 3 0 0 0 0 0 3 ARGS ARGA SAG SAR AREA ARS ARE ARP SAG SAG 23 55 SAG 40 23 55 SAG 40 0.782 23 55 SAG 50 0 0 23 55 SAG 40 0.4 0 23 55 SAG 40 0 0 0.56 0 0 3 0 0 0 0 0 3 ARGS ARGA SAG SAR AREA ARS ARE ARP SAG SAG 24 60 40 24 60 40 0.782 24 60 50 0 0 24 60 40 0.4 0 24 60 40 0 0 0.56 0 0 0 0 0 0 0 0 0 ARGS ARGA SAG SAR AREA ARS ARE ARP ERROR:#N/A 25 0 0 25 0 0 0 25 0 0 0 25 0 0 0 25 0 0 0 0 0.00 0 0 0 0 0 0 0 0 0 ARGS ARGA SAG SAR AREA ARS ARE ARP ERROR:#N/A 26 0 0 26 0 0 0 26 0 0 0 26 0 0 0 26 0 0 0 0 0.00 0 0 0 0 0 0 0 0 0 ARGS ARGA SAG SAR AREA ARS ARE ARP ERROR:#N/A 27 0 0 27 0 0 0 27 0 0 0 27 0 0 0 27 0 0 0 0 0.00 0 0 0 0 0 0 0 0 0 ARGS ARGA SAG SAR AREA ARS ARE ARP ERROR:#N/A 28 0 0 28 0 0 0 28 0 0 0 28 0 0 0 28 0 0 0 0 0.00 0 0 0 0 0 0 0 0 0 ARGS ARGA SAG SAR AREA ARS ARE ARP ERROR:#N/A 29 0 0 29 0 0 0 29 0 0 0 29 0 0 0 29 0 0 0 0 0.00 0 0 0 0 0 0 0 0 0 ARGS ARGA SAG SAR AREA ARS ARE ARP ERROR:#N/A 30 0 0 30 0 0 0 30 0 0 0 30 0 0 0 30 0 0 0 0 0.00 0 0 0 0 0 0 0 0 0 ARGS ARGA SAG SAR AREA ARS ARE ARP ERROR:#N/A 31 0 0 31 0 0 0 31 0 0 0 31 0 0 0 31 0 0 0 0 0.00 0 0 0 0 0 0 0 0 0 ARGS ARGA SAG SAR AREA ARS ARE ARP ERROR:#N/A 32 0 0 32 0 0 0 32 0 0 0 32 0 0 0 32 0 0 0 0 0.00 0 0 0 0 0 0 0 0 0 ARGS ARGA SAG SAR AREA ARS ARE ARP ERROR:#N/A 33 0 0 33 0 0 0 33 0 0 0 33 0 0 0 33 0 0 0 0 0.00 0 0 0 0 0 0 0 0 0 ARGS ARGA SAG SAR AREA ARS ARE ARP ERROR:#N/A 34 0 0 34 0 0 0 34 0 0 0 34 0 0 0 34 0 0 0 0 0.00 0 0 0 0 0 0 0 0 0 ARGS ARGA SAG SAR AREA ARS ARE ARP ERROR:#N/A 35 0 0 35 0 0 0 35 0 0 0 35 0 0 0 35 0 0 0 0 0.00 0 0 0 0 0 0 0 0 0 ARGS ARGA SAG SAR AREA ARS ARE ARP ERROR:#N/A 36 0 0 36 0 0 0 36 0 0 0 36 0 0 0 36 0 0 0 0 0.00 0 0 0 0 0 0 0 0 0 ARGS ARGA SAG SAR AREA ARS ARE ARP ERROR:#N/A 37 0 0 37 0 0 0 37 0 0 0 37 0 0 0 37 0 0 0 0 0.00 0 0 0 0 0 0 0 0 0 ARGS ARGA SAG SAR AREA ARS ARE ARP ERROR:#N/A 38 0 0 38 0 0 0 38 0 0 0 38 0 0 0 38 0 0 0 0 0.00 0 0 0 0 0 0 0 0 0 ARGS ARGA SAG SAR AREA ARS ARE ARP ERROR:#N/A 39 0 0 39 0 0 0 39 0 0 0 39 0 0 0 39 0 0 0 0 0.00 0 0 0 0 0 0 0 0 0 ARGS ARGA SAG SAR AREA ARS ARE ARP ERROR:#N/A 40 0 0 40 0 0 0 40 0 0 0 40 0 0 0 40 0 0 0 0 0.00 0 0 0 0 0 0 0 0 0 ARGS ARGA SAG SAR AREA ARS ARE ARP ERROR:#N/A 41 0 0 41 0 0 0 41 0 0 0 41 0 0 0 41 0 0 0 0 0.00 0 0 0 0 0 0 0 0 0 ARGS ARGA SAG SAR AREA ARS ARE ARP ERROR:#N/A 42 0 0 42 0 0 0 42 0 0 0 42 0 0 0 42 0 0 0 0 0.00 0 0 0 0 0 0 0 0 0 ARGS ARGA SAG SAR AREA ARS ARE ARP ERROR:#N/A 43 0 0 43 0 0 0 43 0 0 0 43 0 0 0 43 0 0 0 0 0.00 0 0 0 0 0 0 0 0 0 ARGS ARGA SAG SAR AREA ARS ARE ARP ERROR:#N/A 44 0 0 44 0 0 0 44 0 0 0 44 0 0 0 44 0 0 0 0 0.00 0 0 0 0 0 0 0 0 0 ARGS ARGA SAG SAR AREA ARS ARE ARP ERROR:#N/A 45 0 0 45 0 0 0 45 0 0 0 45 0 0 0 45 0 0 0 0 0.00 0 0 0 0 0 0 0 0 0 ARGS ARGA SAG SAR AREA ARS ARE ARP ERROR:#N/A 46 0 0 46 0 0 0 46 0 0 0 46 0 0 0 46 0 0 0 0 0.00 0 0 0 0 0 0 0 0 0 ARGS ARGA SAG SAR AREA ARS ARE ARP ERROR:#N/A 47 0 0 47 0 0 0 47 0 0 0 47 0 0 0 47 0 0 0 0 0.00 0 0 0 0 0 0 0 0 0 ARGS ARGA SAG SAR AREA ARS ARE ARP ERROR:#N/A 48 0 0 48 0 0 0 48 0 0 0 48 0 0 0 48 0 0 0 0 0.00 0 0 0 0 0 0 0 0 0 ARGS ARGA SAG SAR AREA ARS ARE ARP ERROR:#N/A 49 0 0 49 0 0 0 49 0 0 0 49 0 0 0 49 0 0 0 0 0.00 0 0 0 0 0 0 0 0 0 ARGS ARGA SAG SAR AREA ARS ARE ARP ERROR:#N/A Compressão Tração λi 1 λi 0 αi 0.5 F1 3 λp 1 λp 0 αp 0.5 F2 6
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