plantilla para zapatas
2
colummna carga (ton) carga (kN) b=L 1 40.05 392.89 1.21 2 30.9 303.13 1.03 3 69.68 683.56 1.67 4 58.02 569.18 1.5 5 209.4 2054.21 3 6 59.92 587.82 1.53 7 38.79 380.53 1.19 8 156.73 1537.52 2.63 9 93.34 915.67 1.97 10 107.84 1057.91 2.14
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calculo de b para zapatas
Transcript of plantilla para zapatas
colummna carga (ton) carga (kN) b=L condicion df > 11 40.05 392.89 1.21 1.23966942148762 30.9 303.13 1.03 1.45631067961173 69.68 683.56 1.67 0.89820359281444 58.02 569.18 1.5 15 209.4 2054.21 3 0.56 59.92 587.82 1.53 0.98039215686277 38.79 380.53 1.19 1.26050420168078 156.73 1537.52 2.63 0.57034220532329 93.34 915.67 1.97 0.761421319797
10 107.84 1057.91 2.14 0.7009345794393
NO CUMPLENO CUMPLESI CUMPLESI CUMPLESI CUMPLESI CUMPLENO CUMPLESI CUMPLESI CUMPLESI CUMPLE
