/3膀0莇0.000袅0.000螃1.000薇0.000膆0.000袅0.500衿96.000艿0.000羄0.000羅96.000芀1螇1羇15.250肅0.263蚁0.965葿1.575螆0.221膄0.500肂96.000羇21.216薅4.689芄143.121蒃4虿2薈30.500莄0.508蚀0.862莁2.992莇0.842蒄0.500肁96.000蝿80.832肆68.061蒄325.725蒂2薀3袄45.750薄0.716袂0.698羈4.202袇1.786蚄0.500罿96.000蚀171.456蚆306.220螄745.132莀4膈4蒅61.000袃0.875螁0.485袀5.234蒈3.217羃0.500膂96.000莈308.832芇993.513肃1707.177薃2肀5羆76.250肃0.971螀0.238蒈6.168螅5.610膃0.500膁96.000腿538.560螈3021.322芃4194.442薁4蚇6薆91.500莃1.000羂-0.026荿6.429莅8.176蒃0.500莃96.000袇784.896莈6417.310薂8083.102蒀2蕿7膇106.75蚂0.958袁-0.288芁6.007羆10.722蚂0.500节96.000蝿1029.312蚅11036.283螂13190.907蚃4蒁8螈122.00袂0.848螀-0.530袈4.972蒇13.020羂0.500芀96.000薀1249.920芅16273.958芆18869.798蚁1肈芈莆肂螀肇蒆∑蒃768.00芈3547.072袆29568.593薅37430.737薀羀薅注:1I—-截面的惯性矩,I=bd3/12,b取单位长度莁2不考虑轴力影响蚇单位位移值计算如下:膄莄蒁肈计算精度校核:袅膃薁闭合差△=0葿4.4.2载位移——主动荷载在基本结构中引起的位移
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