Calculo de la ubicación del CR

EJE 1-2 4.06 EJE A-B 3.27

EJE 2-3 2.35 EJE B-C 1.23

EJE 3-4 3.95 EJE C-D 3.27

EJE 4-5 3.66

Muro KiY(Ton/m) Xi(m) KiY*Xi Muro KiX(Ton/m) Yi(m) KiX*Yi

Y1 153,774.100 0.00 0.000 X1 83,290.880 14.02 1,167,738.140

Y2 22,930.586 3.27 74,983.016 X2 8,266.428 10.36 85,640.191

Y3 9,541.647 4.5 42,937.410 X3 28,687.616 10.36 297,203.705

Y4 10,101.932 7.77 78,492.012 X4 33,110.153 6.41 212,236.080

Y5 71,211.881 7.77 553,316.313 X5 14,272.893 4.06 57,947.944

Y6 22,980.501 4.5 103,412.255 X6 31,425.491 4.06 127,587.492

Y7 40,982.532 3.27 134,012.879 X7 27,131.723 0.00 0.000

Σ Kiy= 331,523.178 ΣKiy*Xi= 987,153.884 X8 28,039.391 0.00 0.000

2.98 Σ Kix= 254,224.574 ΣKiX*Yi= 1,948,353.552

7.66

Calculo de la ubicación del CR

XCR (m)

YCR (m)

Muro KiX(Ton/m) Yi(m) KiX*Yi

X1 83,290.880 14.02 1,167,738.140

X2 8,266.428 10.36 85,640.191

X3 28,687.616 10.36 297,203.705

X4 33,110.153 6.41 212,236.080

X5 14,272.893 4.06 57,947.944

X6 31,425.491 4.06 127,587.492

X7 27,131.723 0.00 0.000

X8 28,039.391 0.00 0.000

Σ Kix= 254,224.574 ΣKiX*Yi= 1,948,353.552

7.66YCR (m)