Calculo de Zapatas
41
ɸ 0 8 SM 28 0.5 12 1 14 10 29 2 4 4 26 3 26 23 SM 33 4 23 19 32 5 20 14 31 SC 6 18 12 30 NF 7 26 15 31 SM 8 17 9 29 9 27 14 31 10 76 38 36 11 80 48 38 PROFUNDIDA D N° DE GOLPES Nspt
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hoja de excel que permit hacer calculos de cimentaciones superficiales por el metdo de Meyerhof y asentamientos por Schmertmann
Transcript of Calculo de Zapatas
0 8 SM0.5 121 14 102 4 43 26 23 SM4 23 195 20 14SC6 18 12NF 7 26 15SM8 17 99 27 1410 76 3811 80 48PROFUNDIDADN DE GOLPESNspt C GS2829 2!16262!163332 2!16 2!6933130 1!87 2!152 2!6873129312!16 2!6933638PESO ESPECIFICOP 300.00 PARA DF 2.00" L D# $ %2.00 2.00 2.00 262.50 2.50 2.00 263.00 3.00 2.00 263.50 3.50 2.00 264.00 4.00 2.00 264.50 4.50 2.00 265.00 5.00 2.00 265.50 5.50 2.00 266.00 6.00 2.00 26&' &()* Fs & p+,(-s-./+115.879174 75 1.5450556495115.253387 48 2.4011122312116.19038933.3333333 3.4857116816118.02041424.4897959 4.8191669012120.408577 18.75 6.4217907905123.16883314.8148148 8.3138962501126.189554 12 10.5157961803129.3997049.91735537 13.0478034817132.7519258.33333333 15.9302310547P 300.00 PARA DF 2.75" L D# $ %2.00 2.00 2.75 262.50 2.50 2.75 263.00 3.00 2.75 263.50 3.50 2.75 264.00 4.00 2.75 264.50 4.50 2.75 265.00 5.00 2.75 265.50 5.50 2.75 266.00 6.00 2.75 26&' &()* Fs121.537408 75 1.6204987668125.538658 48 2.6153887003158.6791133.3333333 4.7603733141158.52076524.4897959 6.4729312449159.417651 18.75 8.5022747327161.01802514.8148148 10.868716678163.11084 12 13.5925699814165.5617949.91735537 16.6941475434168.2813528.33333333 20.1937622643PROFUNDIDAD0 80.5 121 14 102 4 43 26 234 23 195 20 146 18 12NF 7 26 158 17 99 27 1410 76 3811 80 48p0, 1+sp/)2t+P 30003 D#21.6 2Es45026(27 893500 39500 2.57000 2N DE GOLPESNsptp0, 1-(+2s-02+s 1+ 9)p)t)13500 4p0, 1-(+2s-02+s 1+ 9)p)t)p0, 1-(+2s-02+s 1+ 9)p)t)3 C$ & N: N&2.16 4.32 22.25 11.85 12.542.16 4.32 22.25 11.85 12.542.16 4.32 22.25 11.85 12.542.16 4.32 22.25 11.85 12.542.16 4.32 22.25 11.85 12.542.16 4.32 22.25 11.85 12.542.16 4.32 22.25 11.85 12.542.16 4.32 22.25 11.85 12.542.16 4.32 22.25 11.85 12.54&;&0.99269481 1.4 295.680.99269481 1.4 295.680.99269481 1.4 295.680.99269481 1.4 295.680.99269481 1.4 295.680.99269481 1.4 295.680.99269481 1.4 295.680.99269481 1.4 295.680.99269481 1.4 295.683 C$ & N: N&2.16 5.94 22.25 11.85 12.542.16 5.94 22.25 11.85 12.542.16 5.94 22.25 11.85 12.542.16 5.94 22.25 11.85 12.542.16 5.94 22.25 11.85 12.542.16 5.94 22.25 11.85 12.542.16 5.94 22.25 11.85 12.542.16 5.94 22.25 11.85 12.542.16 5.94 22.25 11.85 12.540.98990002 1.4 294.060.98990002 1.4 294.060.98990002 1.4 294.060.98990002 1.4 294.060.98990002 1.4 294.06N3C1 C2N3C1 C20.98990002 1.4 294.060.98990002 1.4 294.060.98990002 1.4 294.060.98990002 1.4 294.06 C GSSM 2829 2.16262.16SM 3332 2.16 2.69331SC30 1.87 2.152 2.68731SM29312.16 2.6933638p0, 1+sp/)2t+L "2 2 C1 C2%1 I9 I96Es
