ξ | α0 | | γ0 | | ξ | | α0 | | γ0 | 0.01 | 0.010 | | 0.995 | | 0.33 | | 0.276 | | 0.835 | 0.02 | 0.020 | | 0.990 | | 0.34 | | 0.282 | | 0.830 | 0.03 | 0.030 | | 0.985 | | 0.35 | | 0.289 | | 0.825 | 0.04 | 0.039 | | 0.980 | | 0.36 | | 0.295 | | 0.820 | 0.05 | 0.049 | | 0.975 | | 0.37 | | 0.302 | | 0.815 | 0.06 | 0.058 | | 0.970 | | 0.38 | | 0.308 | | 0.810 | 0.07 | 0.068 | | 0.965 | | 0.39 | | 0.314 | | 0.805 | 0.08 | 0.077 | | 0.960 | | 0.40 | | 0.320 | | 0.800 | 0.09 | 0.086 | | 0.955 | | 0.41 | | 0.326 | | 0.795 | 0.10 | 0.095 | | 0.950 | | 0.42 | | 0.332 | | 0.790 | 0.11 | 0.104 | | 0.945 | | 0.43 | | 0.338 | | 0.785 | 0.12 | 0.113 | | 0.940 | | 0.44 | | 0.343 | | 0.780 | 0.13 | 0.122 | | 0.935 | | 0.45 | | 0.349 | | 0.775 | 0.14 | 0.130 | | 0.930 | | 0.46 | | 0.354 | | 0.770 | 0.15 | 0.139 | | 0.925 | | 0.47 | | 0.360 | | 0.765 | 0.16 | 0.147 | | 0.920 | | 0.48 | | 0.365 | | 0.760 | 0.17 | 0.156 | | 0.915 | | 0.49 | | 0.370 | | 0.755 | 0.18 | 0.164 | | 0.910 | | 0.50 | | 0.375 | | 0.750 | 0.19 | 0.172 | | 0.905 | | 0.51 | | 0.380 | | 0.745 | 0.20 | 0.180 | | 0.900 | | 0.52 | | 0.385 | | 0.740 | 0.21 | 0.188 | | 0.895 | | 0.53 | | 0.390 | | 0.735 | 0.22 | 0.196 | | 0.890 | | 0.54 | | 0.394 | | 0.730 | 0.23 | 0.204 | | 0.885 | | .544 | | 0.396 | | 0.728 | 0.24 | 0.211 | | 0.880 | | 0.55 | | 0.399 | | 0.725 | 0.25 | 0.219 | | 0.875 | | .556 | | 0.401 | | 0.722 | 0.26 | 0.226 | | 0.870 | | 0.56 | | 0.403 | | 0.720 | 0.27 | 0.234 | | 0.865 | | 0.57 | | 0.408 | | 0.715 | 0.28 | 0.241 | | 0.860 | | 0.58 | | 0.412 | | 0.710 | 0.29 | 0.248 | | 0.855 | | 0.59 | | 0.416 | | 0.705 | 0.30 | 0.255 | | 0.850 | | 0.60 | | 0.420 | | 0.700 | 0.31 | 0.262 | | 0.845 | | 0.61 | | 0.424 | | 0.695 | 0.32 | 0.269 | | 0.840 | | .614 | | 0.426 | | 0.693 | α0=ξ*(1-0.5*ξ) γ0=1-0.5*ξ α0~γ0(单筋截面及T型截面、任意强度等级) | …… 详情请下载附件:参数查询受弯构件正截面抗弯计算用表责任编辑:跳跳豆
信息发布:广州名易软件有限公司 http://www.myidp.net
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