初始读数本次读数修正应变差（μ1517020.50
2417320.253856820.756223622.252168425.004594325.00403821.5024063
21.75
20.5020.2520.7522.2524.7524.2521.5021.75
293729133257318431503106315530343146293432353129314830653252
3182
ε）-24.00-73.00-44.00-121.00-212.55-107.65-83.00-70.00砼弹性模Sc支撑混凝Sg钢筋量Ec土截面面积截面面积支撑轴力Pc（KN）（kN/mm2)（mm2）（mm2）30.00463025.9716974.03-333.3830.00463025.9716974.03-1014.0330.00458099.9621900.04-604.6930.00458099.9621900.04-1662.9030.00458099.9621900.04-2921.0730.00458099.9621900.04-1479.4330.00463025.9716974.03-1152.9330.00463025.9716974.03-972.35-69.45-777.8882.46-426.03-529.79-503.68-541.74-263.92
-194.47-666.76-274.86-687.15-639.74-654.85-652.87-333.38-125.02
111.13米支撑主撑26*28+12*25-357.32斜撑18*28+12*25-261.12600*800-109.94-151.17-111.13-69.45
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