p n Eje x x2 Sum_x2 R1 1 4 2.1 3.15 9.9225 22.05 0.5502 1 4 2.1 1.05 1.1025 22.05 0.3503 1 4 2.1 -1.05 1.1025 22.05 0.1504 1 4 2.1 -3.15 9.9225 22.05 -0.050

Sum_x2 22.05 1

p n exi x x2 Sum_x2 R1 1 4 1.5 -3.15 9.9225 22.05 0.0362 1 4 1.5 -1.05 1.1025 22.05 0.1793 1 4 1.5 1.05 1.1025 22.05 0.3214 1 4 1.5 3.15 9.9225 22.05 0.464

Sum_x2 22.05 1

******* ******* DIRECTO ******* *******p n exi x x2 Sum_x2 R

1 2 4 0.3 -3.15 9.9225 22.05 0.4142 2 4 0.3 -1.05 1.1025 22.05 0.4713 2 4 0.3 1.05 1.1025 22.05 0.5294 2 4 0.3 3.15 9.9225 22.05 0.586

Sum_x2 22.05 2

sum

sum

sum

p n exi x x2 Sum_x2 R1 2 6 2.2 6.125 37.515625 105.04375 0.5902 2 6 2.2 3.675 13.505625 105.04375 0.4873 2 6 2.2 1.225 1.500625 105.04375 0.3854 2 6 2.2 -1.225 1.500625 105.04375 0.2825 2 6 2.2 -3.675 13.505625 105.04375 0.1796 2 6 2.2 -6.125 37.515625 105.04375 0.077

Sum_x2 105.04375

p n exi x x2 Sum_x2 R1 2 6 5.2 6.125 37.515625 105.04375 0.9402 2 6 5.2 3.675 13.505625 105.04375 0.6973 2 6 5.2 1.225 1.500625 105.04375 0.4554 2 6 5.2 -1.225 1.500625 105.04375 0.2125 2 6 5.2 -3.675 13.505625 105.04375 -0.0316 2 6 5.2 -6.125 37.515625 105.04375 -0.273

Sum_x2 105.04375

Ri R1 R2 Sum_R1+R21 0.590 0.940 1.5302 0.487 0.697 1.1843 0.385 0.455 0.8394 0.282 0.212 0.4945 0.179 -0.031 0.1496 0.077 -0.273 -0.196

p n exi x x2 Sum_x21 4 6 3.7 -6.125 37.515625 105.043752 4 6 3.7 -3.675 13.505625 105.043753 4 6 3.7 -1.225 1.500625 105.043754 4 6 3.7 1.225 1.500625 105.043755 4 6 3.7 3.675 13.505625 105.043756 4 6 3.7 6.125 37.515625 105.04375

Sum_x2 105.04375

L L_acum1.3 1.31.8 3.11.2 4.31.8 6.1

sum 14.8P = 4ex = 3.7

R-0.1960.1490.4940.8391.1841.530

4 sum

L (m) = 12S' (m) = 2.1

Predimensionamiento de losaancho de vigab (m) = 0.0157*(S'^0. 0.27

b (m) = 0.3

espesor de losatmin (m) = 0.175S (mm) = 1800tmin (mm) = (s+3000)/30 160 mm >= 165 mm