calcul_tasari
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nr strat hi Ei ϒi σgzi σzi Δhi pnet 1 125 15000 18.433 46.72063 134.831 1.123592 146 2 125 15000 18.433 69.76188 74.168 0.618067 146 3 125 15000 18.433 92.80313 39.566 0.329717 146 4 125 15000 18.433 115.8444 23.506 0.195883 146 5 100 15000 18.433 138.8856 16.498 0.109987 146 6 125 20000 18.9 159.9146 12.118 0.075738 146 7 125 20000 18.9 183.5396 8.2344 0.051465 146 Δ= 2.003558 <Δadm=8cm
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nr strat hi Ei ϒi σgzi σzi Δhi pnet1 125 15000 18.433 46.72063 134.831 1.123592 1462 125 15000 18.433 69.76188 74.168 0.618067 1463 125 15000 18.433 92.80313 39.566 0.329717 1464 125 15000 18.433 115.8444 23.506 0.195883 1465 100 15000 18.433 138.8856 16.498 0.109987 1466 125 20000 18.9 159.9146 12.118 0.075738 1467 125 20000 18.9 183.5396 8.2344 0.051465 146
Δ= 2.003558 <Δadm=8cm
z B L α z/B α62.5 250 0.25 0 1
187.5 250 0.75 0.2 0.96312.5 250 1.25 0.4 0.814437.5 250 1.75 0.6 0.634
550 250 2.2 0.8 0.466662.5 250 2.65 1 0.368787.5 250 3.15 1.2 0.286
905 250 3.62 1.4 0.2241022.5 250 4.09 1.6 0.1821147.5 250 4.59 2 0.1261272.5 250 5.09 3 0.06
4 0.0365 0.0246 0.022
z/B cercdreptunghi cu raportul laturilor L/B1 2 30.0 1.00 1.00 1.00 1.00 1.000.2 0.95 0.96 0.96 0.98 0.980.4 0.76 0.80 0.87 0.88 0.880.6 0.55 0.61 0.73 0.75 0.750.8 0.39 0.45 0.53 0.63 0.641.0 0.29 0.34 0.48 0.53 0.551.2 0.22 0.26 0.39 0.44 0.481.4 0.17 0.20 0.32 0.38 0.421.6 0.13 0.16 0.27 0.32 0.372.0 0.09 0.11 0.19 0.24 0.313.0 0.04 0.05 0.10 0.13 0.214.0 0.02 0.03 0.06 0.08 0.165.0 0.02 0.02 0.04 0.05 0.136.0 0.01 0.02 0.03 0.04 0.10
