Ku vs p

Tabla de Ku vs. p fc = 280 Kg/cm2

fc = 210 Kg/cm2

fc = 175 Kg/cm2

fy = 4200 Kg/cm2 pb = 0.0289

fy = 4200 Kg/cm2 pb = 0.0216

fy = 4200 Kg/cm2 pb = 0.0180

p

Ku

p

Ku

p

Ku

0.0216 0.0214 0.0212 0.0210 0.0208 0.0206 0.0204 0.0202 0.0200 0.0198 0.0196 0.0194 0.0192 0.0190 0.0188 0.0186 0.0184 0.0182 0.0180 0.0178 0.0176 0.0174 0.0172 0.0170 0.0168 0.0166 0.0164 0.0162 0.0160 0.0158 0.0156 0.0154 0.0152 0.0150 0.0148 0.0146 0.0144 0.0142 0.0140 0.0138 0.0136 0.0134 0.0132 0.0130 0.0128 0.0126 0.0124 0.0122 0.0120 0.0118 0.0116 0.0114 0.0112 0.0110 0.0108 0.0106 0.0104

66.0402 65.5719 66.1009 64.6272 64.1509 63.6719 63.1902 62.7058 62.2188 61.7291 61.2367 60.7416 60.2439 59.7435 59.2404 58.7346 58.2262 57.7150 57.2012 56.6848 56.1656 55.6438 55.1193 54.5921 54.0622 53.5927 52.9945 52.4566 51.9160 51.3728 50.8269 50.2783 49.7270 49.1731 48.6165 48.0572 47.4952 46.9305 46.3632 45.7932 45.2205 44.6452 44.0671 43.4864 42.9031 42.3170 41.7283 41.1369 40.5428 39.9460 39.3466 38.7444 38.1397 37.5322 36.9220 36.3092 35.6937

0.0162 0.0160 0.0158 0.0156 0.0154 0.0152 0.0150 0.0148 0.0146 0.0144 0.0142 0.0140 0.0138 0.0136 0.0134 0.0132 0.0130 0.0128 0.0126 0.0124 0.0122 0.0120 0.0118 0.0116 0.0114 0.0112 0.0110 0.0108 0.0106 0.0104

49.5301 49.0614 48.5891 48.1132 47.6337 47.1507 46.6641 46.1739 45.6802 45.1829 44.6820 44.1776 43.6698 43.1580 42.6429 42.1242 41.6019 41.0761 40.5467 40.0137 39.4771 38.9370 38.3933 37.8461 37.2953 36.7409 36.1829 35.6214 35.0563 34.4876

0.0134 0.0132 0.0130 0.0128 0.0126 0.0124 0.0122 0.0120 0.0118 0.0116 0.0114 0.0112 0.0110 0.0108 0.0106 0.0104

41.0411 40.5698 40.0943 39.6145 39.1304 38.6420 38.1494 37.6524 37.1512 36.6457 36.1358 35.6218 35.1035 34.5809 34.0540 33.5228

ING. ROBERTO MOSQUEIRA RAMIREZ

Concreto I