Page 176 - construcción presa Chamata
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Rock Passive wedge resistance (kN) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 36
Uplift Final Force (kN) 20.6 96.8 214.5 373.8 407.2 555.4 724.3 913.9 1124.4 1355.5 1607.5 1880.2 2173.7 2487.9 2822.9 3178.6 3555.2 4085.1 4720.0 5396.4 6393.0
Position (% of joint) 52.737 54.880 57.805 60.483 59.907 61.028 61.925 62.653 63.251 63.748 64.166 64.538 64.899 65.257 65.614 65.969 66.320 66.962 67.727 68.469 70.585
Resultants Moment (kN·m) 7.3 76.1 314.9 840.5 1569.9 2807.4 4560.5 6914.6 9953.7 13761.1 18419.5 24042.7 30778.9 38770.0 48154.3 59068.5 71647.6 84350.4 94817.3 105901.3 108341.9
Shear (kN) 25.7 148.1 349.0 624.9 974.0 1395.3 1888.0 2451.6 3085.5 3789.4 4567.8 5446.3 6423.3 7496.9 8666.0 9929.9 11288.2 12740.3 14285.9 15780.0 17108.3
Cuadro Nº 3.13 SEISMIC #1 COMBINATION - PEAK ACCELERATIONS (STABILITY ANALYSIS) Normal Uplifting (kN) -62.2 3.621 -250.6 3.278 -495.3 3.051 -796.4 2.904 -1321.0 3.794 -1828.7 3.832 -2413.5 3.862 -3075.1 3.887 -3813.8 3.908 -4629.3 3.926 -5522.0 3.941 -6492.3 3.955 -7540.3 3.967 -8665.9 3.978 -9869.2 3.988 -11149.9 3.997 -12508.3 4.005 -13811.4 3.900 -1510
Safety factors Overturning Toward Toward D/S U/S 2.665 4.964 2.115 4.663 1.851 4.507 1.700 4.423 1.866 6.369 1.816 6.549 1.780 6.686 1.752 6.792 1.730 6.875 1.713 6.943 1.699 6.999 1.687 7.047 1.675 7.092 1.664 7.135 1.653 7.176 1.643 7.216 1.632 7.255 1.604 7.066 1.570 6.812 1.540 6.602 1.473 5.934 1.100 1.100
Residual 2.423 1.692 1.419 1.274 1.356 1.311 1.278 1.254 1.236 1.222 1.209 1.192 1.174 1.156 1.139 1.123 1.108 1.084 1.058 1.043 1.027 1.000
Sliding
Peak 5.076 3.544 2.973 2.670 2.820 2.656 2.518 2.408 2.319 2.247 2.185 2.121 2.060 2.004 1.952 1.905 1.863 1.807 1.749 1.713 1.666 1.300
Joint Upstream elevation (m) 44.000 41.800 39.600 37.400 35.200 33.000 30.800 28.600 26.400 24.200 22.000 19.800 17.600 15.400 13.200 11.000 8.800 6.600 4.400 2.200 Base Required:
ID 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21
