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Engenharia Civil ·
Estradas
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Texto de pré-visualização
0 103.50 - (300 x 0.35) = 100.00\n\n0 + 10 103.50 - (90 x 3.7) = 100.25\n\n1 103.50 - (80 x 3.5) = 100.70\n\n1 + 10 103.50 - (70 x 3.2) = 101.10\n\n2 103.50 - (60 x 3.0) = 102.10\n\n2 + 10 103.50 - (20 x 1.5) = 102.15\n\n3 103.50 - (30 x 2.) = 103.00\n\n4 103.50 - (10 x 2.35) = 103.25\n\n3 + 10 104.10 - (30 x 2.0) = 105.00\n\n4 + 10 103.50 - (60 x 0.1) = 104.50\n\n7 103.72 - (3 x 0.5) = 101.00\n\n9 102.30 - 0.02 = 100.14\n\n10 103.00 = 99.10 9 0.083 x 20² = 0.083\n\n10 0.083 x 10² = 0.021\n\n0 0.083 x 02 = 0\n\n0 + 10 0.083 x 12 = 0.021\n\n1 0.083 x 22² = 0.083\n\n1 + 10 0.083 x 32² = 0.19\n\n2 0.083 x 42² = 0.332\n\n2 + 10 0.083 x 50² = 0.52\n\n3 0.083 x 60² = 0.647\n\n3 + 10 0.083 x 70² = 0.847\n\n4 0.083 x 80² = 1.328\n\n4 + 10 0.083 x 92² = 1.68\n\n5 0.08 x 10² = 2.05\n\n5 + 10 0.083 x 90² = 1.68\n\n6 0.083 x 70² = 1.328\n\n6 + 10 0.08 x 70² = 1.017\n\n2 0.083 x 60² = 0.647\n\n7 + 10 0.083 x 50 = 0.52\n\n8 0.083 x 42 = 0.332\n\n8 + 10 0.083 x 80² = 0.19 0 100 - 0 = 100\n\n0 + 10 100.33 - 0.02 = 100.329\n\n1 100.70 - 0.83 = 100.617\n\n1 + 10 101.05 - 0.19 = 100.860\n\n2 101.40 - 0.332 = 101.068\n\n2 + 10 101.24 - 0.92 = 101.231\n\n3 102.10 - 0.342 = 101.353\n\n3 + 10 102.43 - 1.047 = 101.433\n\n4 102.80 - 1.328 = 101.472\n\n4 + 10 103.15 - 1.68 = 101.497\n\n5 103.70 - 2.275 = 101.425\n\n5 + 10 103.02 - 1.69 = 101.310\n\n6 107.84 - 1.328 = 101.073\n\n6 + 10 102.04 - 1.012 = 101.073\n\n7 100.58 - 0.742 = 100.837\n\n7 + 10 101.10 - 0.052 = 100.584\n\n8 100.82 - 0.332 = 100.798\n\n9 100.14 - 0.179 = 99.553\n\n9 + 10 98.70 - 0 = 99.70 Cota Vermelha\nEde Cota termino Quicie Projeto\n0 103,415 100 - 3,415\n0:10 104,785 100,327 - 4,950\n1 104,914 100,617 - 4,287\n1:10 105,112 109,763 - 4,249\n2 105,222 - 101,068 - 4,752\n2:10 105,313 - 101,231 - 4,068\n3 105,419 101,333 - 4,066\n3:10 105,643 - 101,433 - 4,198\n4 105,712 101,442 - 4,240\n4:10 105,890 - 101,478 - 4,338\n5 105,903 101,473 - 4,780\n5:10 105,792 101,340 - 4,453\n6 105,683 101,212 - 4,173\n6:10 105,835 - 101,648 - 4,374\n7 105,127 109,581 - 4,346\n8 104,205 100,293 - 3,997\n8:10 104,015 99,953 - 4,060\n9 103,930 99,577 - 4,393\n9:10 103,950 99,160 - 4,789\n10 103,570 98,870 - 4,885 g = e1 + e2 - e3 + e4 - e5\n@ = 2.05\n = 2.075\n Y1 = 0.04010 = 0.80\n Y2 = 0.035110 = 0.30\n Y3 = 0.035120 = 0.70\n\nF = L1, L2 & -\n yL1 = E - 0\n1) 205.80 - 4.80 = 200.30\n2) 205.50 - 0.90 = 204.80\n3) 204.10 - 1.90 = 202.20\n4) 204.20 - 0.90 = 203.30\n5) 203.60 - 0.70 = 202.90\n6) 203.90 - 1.90 = 201.90\n7) 203.80 - 1.80 = 201.50\n8) 201.80 - 0.70 = 201.10\n9) 201.30 - 0.70 = 200.70\n10) 201.10 - 0.70 = 200.20\n11) 201.70 - 1.90 = 200.70\n12) 202.50 - 1.70 = 200.80\n13) 205.50\n14) 204.90 - 0.90 = 203.90\n15) 204.30 - 0.70 = 203.60\n16) 203.90 - 0.70 = 203.20\n17) 203.80 - 0.70 = 203.20\n18) 203.00 - 0.70 = 203.00\n19) 202.00 - 0.70 = 201.10\n20) 202.50 - 0.70 = 201.90\n21) 201.78 - 0.70 = 200.18\n211/10)
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Texto de pré-visualização
0 103.50 - (300 x 0.35) = 100.00\n\n0 + 10 103.50 - (90 x 3.7) = 100.25\n\n1 103.50 - (80 x 3.5) = 100.70\n\n1 + 10 103.50 - (70 x 3.2) = 101.10\n\n2 103.50 - (60 x 3.0) = 102.10\n\n2 + 10 103.50 - (20 x 1.5) = 102.15\n\n3 103.50 - (30 x 2.) = 103.00\n\n4 103.50 - (10 x 2.35) = 103.25\n\n3 + 10 104.10 - (30 x 2.0) = 105.00\n\n4 + 10 103.50 - (60 x 0.1) = 104.50\n\n7 103.72 - (3 x 0.5) = 101.00\n\n9 102.30 - 0.02 = 100.14\n\n10 103.00 = 99.10 9 0.083 x 20² = 0.083\n\n10 0.083 x 10² = 0.021\n\n0 0.083 x 02 = 0\n\n0 + 10 0.083 x 12 = 0.021\n\n1 0.083 x 22² = 0.083\n\n1 + 10 0.083 x 32² = 0.19\n\n2 0.083 x 42² = 0.332\n\n2 + 10 0.083 x 50² = 0.52\n\n3 0.083 x 60² = 0.647\n\n3 + 10 0.083 x 70² = 0.847\n\n4 0.083 x 80² = 1.328\n\n4 + 10 0.083 x 92² = 1.68\n\n5 0.08 x 10² = 2.05\n\n5 + 10 0.083 x 90² = 1.68\n\n6 0.083 x 70² = 1.328\n\n6 + 10 0.08 x 70² = 1.017\n\n2 0.083 x 60² = 0.647\n\n7 + 10 0.083 x 50 = 0.52\n\n8 0.083 x 42 = 0.332\n\n8 + 10 0.083 x 80² = 0.19 0 100 - 0 = 100\n\n0 + 10 100.33 - 0.02 = 100.329\n\n1 100.70 - 0.83 = 100.617\n\n1 + 10 101.05 - 0.19 = 100.860\n\n2 101.40 - 0.332 = 101.068\n\n2 + 10 101.24 - 0.92 = 101.231\n\n3 102.10 - 0.342 = 101.353\n\n3 + 10 102.43 - 1.047 = 101.433\n\n4 102.80 - 1.328 = 101.472\n\n4 + 10 103.15 - 1.68 = 101.497\n\n5 103.70 - 2.275 = 101.425\n\n5 + 10 103.02 - 1.69 = 101.310\n\n6 107.84 - 1.328 = 101.073\n\n6 + 10 102.04 - 1.012 = 101.073\n\n7 100.58 - 0.742 = 100.837\n\n7 + 10 101.10 - 0.052 = 100.584\n\n8 100.82 - 0.332 = 100.798\n\n9 100.14 - 0.179 = 99.553\n\n9 + 10 98.70 - 0 = 99.70 Cota Vermelha\nEde Cota termino Quicie Projeto\n0 103,415 100 - 3,415\n0:10 104,785 100,327 - 4,950\n1 104,914 100,617 - 4,287\n1:10 105,112 109,763 - 4,249\n2 105,222 - 101,068 - 4,752\n2:10 105,313 - 101,231 - 4,068\n3 105,419 101,333 - 4,066\n3:10 105,643 - 101,433 - 4,198\n4 105,712 101,442 - 4,240\n4:10 105,890 - 101,478 - 4,338\n5 105,903 101,473 - 4,780\n5:10 105,792 101,340 - 4,453\n6 105,683 101,212 - 4,173\n6:10 105,835 - 101,648 - 4,374\n7 105,127 109,581 - 4,346\n8 104,205 100,293 - 3,997\n8:10 104,015 99,953 - 4,060\n9 103,930 99,577 - 4,393\n9:10 103,950 99,160 - 4,789\n10 103,570 98,870 - 4,885 g = e1 + e2 - e3 + e4 - e5\n@ = 2.05\n = 2.075\n Y1 = 0.04010 = 0.80\n Y2 = 0.035110 = 0.30\n Y3 = 0.035120 = 0.70\n\nF = L1, L2 & -\n yL1 = E - 0\n1) 205.80 - 4.80 = 200.30\n2) 205.50 - 0.90 = 204.80\n3) 204.10 - 1.90 = 202.20\n4) 204.20 - 0.90 = 203.30\n5) 203.60 - 0.70 = 202.90\n6) 203.90 - 1.90 = 201.90\n7) 203.80 - 1.80 = 201.50\n8) 201.80 - 0.70 = 201.10\n9) 201.30 - 0.70 = 200.70\n10) 201.10 - 0.70 = 200.20\n11) 201.70 - 1.90 = 200.70\n12) 202.50 - 1.70 = 200.80\n13) 205.50\n14) 204.90 - 0.90 = 203.90\n15) 204.30 - 0.70 = 203.60\n16) 203.90 - 0.70 = 203.20\n17) 203.80 - 0.70 = 203.20\n18) 203.00 - 0.70 = 203.00\n19) 202.00 - 0.70 = 201.10\n20) 202.50 - 0.70 = 201.90\n21) 201.78 - 0.70 = 200.18\n211/10)