"Kh = 2.6 Kt = 1 Kb = 30 ANCHO = 20 DENSIDAD =1.35Ks = 2 Kj = 0.3 altura= 7.75 LARGO = 70 COST. EXPL=5000D (pulg) B (m) H (m) T (m) S (m) J (m)1 =F1*A4*0.3048/12 =B1*B4 =D1*B4 =B2*B4 =D2*B41.5 =F1*A5*0.3048/12 =B1*B5 =D1*B5 =B2*B5 =D2*B52 =F1*A6*0.3048/12 =B1*B6 =D1*B6 =B2*B6 =D2*B62.5 =F1*A7*0.3048/12 =B1*B7 =D1*B7 =B2*B7 =D2*B73 =F1*A8*0.3048/12 =B1*B8 =D1*B8 =B2*B8 =D2*B83.5 =F1*A9*0.3048/12 =B1*B9 =D1*B9 =B2*B9 =D2*B94 =F1*A10*0.3048/12 =B1*B10 =D1*B10 =B2*B10 =D2*B104.5 =F1*A11*0.3048/12 =B1*B11 =D1*B11 =B2*B11 =D2*B115 =F1*A12*0.3048/12 =B1*B12 =D1*B12 =B2*B12 =D10*B125.5 =F1*A13*0.3048/12 =B1*B13 =D1*B13 =B2*B13 =D2*B136 =F1*A14*0.3048/12 =B1*B14 =D1*B14 =B2*B14 =D2*B14EXPLOSIVOS PERFORACION ACCESORIOS COSTO TOTALNUM PERFO NUM CAPAS AREA H+J-T VOLUMEN PESO COSTO0.2 H T S J COS.TAL3.5 120 1 =3.14159265359*((A18*0.0254)^2)/4 =L18+O18-M18=E18*D18*B18 =F18*J1 =G18*J2 =B18*(L18+O18)*P18 6.932.667 5.33 0 1600 0 1 =3.14159265359*((A19*0.0254)^2)/4 =L19+O19-M19=E19*D19*B19 =F19*J1 =G19*J2 =B19*(L19+O19)*P19 7.432.858 5.715 0.86 2000 0 1 =3.14159265359*((A20*0.0254)^2)/4 =L20+O20-M20=E20*D20*B20 =F20*J1 =G20*J2 =B20*(L20+O20)*P20 7.432.858 5.715 0.86 200=F18+F19+F20 =G18+G19+G20 =H18+H19+H20 =I18+I19+I20 =H21*J17 =J21+I21+H21CARGA ESPECIFICA DE VOLADURA =G21*1000/(H1*H2*F2)COSTO POR M3=K21/(H1*H2*F2)"