【正文】 米／米 (按右手法則, 朝右岸為正) 豎向力 噸／米 (朝下為正) 岸坡角 度 1 .2022E+01 .8474E+02 +01 .0000E+00 .0000E+00 2 .8380E+01 .7680E+02 +02 +02 .1512E+02 3 .5064E+01 .2910E+01 +02 .3591E+01 .8396E+02 4 +01 +02 +02 .8816E+02 .1468E+03 5 .1315E+01 +03 +02 .1901E+03 .1896E+03 6 .3861E+02 +03 +03 .2296E+03 .2308E+03 7 .1136E+03 +03 +03 .1630E+03 .2711E+03 22 / 47 8 .2095E+03 +03 +03 .5611E+02 .3745E+03 9 .3825E+03 +03 +04 +03 .4773E+03 10 .4757E+03 +02 +04 +03 .6034E+03 11 .2598E+03 .8305E+01 +03 +03 .3218E+03 12 .4143E+03 +02 .3433E+02 +04 .3862E+03 13 .2642E+03 .1159E+03 .4757E+03 .8241E+02 .5931E+03 14 .4909E+03 .2216E+03 .1568E+04 +03 .8301E+03 15 .4072E+03 .2985E+03 .1399E+04 +03 .5430E+03 16 .2374E+03 .1341E+03 .9123E+03 .6398E+01 .3904E+03 17 .1360E+03 .2106E+03 .5700E+03 .3423E+02 .2653E+03 18 .5890E+02 .9998E+02 .2906E+03 .1103E+03 .2028E+03 19 .1755E+02 .8111E+02 .1443E+03 .5032E+02 .1467E+03 20 .5018E+01 .2250E+02 .6957E+02 .7134E+01 .1146E+03 21 .7126E+01 +02 .4158E+02 +02 .6839E+02 22 .8898E+01 +02 .2931E+02 +02 .2156E+02 23 .2878E+01 +03 .6291E+01 .0000E+00 .0000E+00 封拱高程 米，第 3 種荷載組合 每個(gè)結(jié)點(diǎn)上的六個(gè)數(shù)分別表示 : 上游壩面第一主應(yīng)力 │ 應(yīng)力單位: （ＭＰa） 第二主應(yīng)力 │ 角度單位: （176。） 主應(yīng)力方向 │ 受壓(+) 受拉() 下游壩面第一主應(yīng)力 │ │() 第二主應(yīng)力 │ 第一應(yīng)力方向:├→ 0 主應(yīng)力方向 │ │(+) 左岸 右岸 ↑ 高 程 (米 ) | .00 .00 .00 .00 .00 .00 .00 .00 .00 | .00 .00 .00 .00 .00 .00 .00 .00 .01 .00 .00 .00 .00 .00 .05 .03 .00 .00 .00 .00 .00 .00 .00 | .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 + .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 | .00 .00 .00 .00 .02 .14 .20 .18 .06 .00 .00 .00 .00 .00 .06 .06 .04 .00 .00 .00 .00 .00 .00 | .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0| .02 .01 .01 | .05 .01 .05 .01 .05 .12 .20 .24 .20 .23 .09 .14 .03 .05 .00 | + .02 | .16 .11 .05 .09 .13 .18 .18 .09 .06 .00 .01 .18 .09 .05 .03 .01 .02 .05 .09 .14 .22 | | .04 .05 .04 .09 .07 .04 .05 21 / 47 | .22 .17 .18 .14 .16 .10 .17 .27 .35 .39 .27 .34 .20 .21 .13 .12 .10 .07 .09 | + .03 .03 .06 .09 .07 .05 .12 .08 .06 .05 .04 .05 | .18 .20 .21 .22 .28 .27 .21 .20 .21 .16 .19 .17 .14 .13 .11 .19 .23 .31 .33 | | .11 .16 .16 .19 .13 .10 .03 .09 | .70 .47 .41 .34 .28 .30 .39 .48 .52 .38 .44 .35 .33 .30 .29 .33 .44 | + .04 .10 .17 .18 .21 .12 .05 .09 .07 .05 | .18 .31 .36 .41 .37 .33 .30 .36 .29 .20 .26 .23 .22 .25 .31 .43 .39 | | .00 .16 .36 .41 .43 .29 .21 .21 .15 .03 | .81 .65 .59 .45 .50 .61 .63 .54 .54 .58 .55 .61 .64 .73 | .4 + .08 .29 .19 .00 .01 | .46 .62 .54 .53 .44 .39 .31 .35 .29 .27 .31 .28 .44 .49 .63 | .4 | .10 .39 .52 .50 .37 .22 .32 .16 | .95 .85 .67 .66 .80 .70 .68 .62 .77 .78 .88 | + .19 .11 | .88 .75 .72 .52 .46 .32 .39 .44 .27 .46 .40 .81 .87 | | .02 .20 .44 .35 .26 .18 .27 .08 | .95 .79 .69 .91 .68 .69 .65 .79 .97 .82 | + .17 .11 | .57 .55 .22 .44 .67 .35 .70 .61 | | .18 .