楼板的配筋计算

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楼板的配筋计算,,,,,,,,,,,

Fc,h0,M,Xs,E,rs,As,h,0.2%bh,0.45Ft/Fy*b*h,最小配筋,具体配筋

11.9,80,11.85,0.155593487,0.170052396,0.914973802,770.9041957,100,200,272.1428571,272.1428571,770.9041957

11.9,80,3.55,0.046612395,0.047752548,0.976123726,216.478217,100,200,272.1428571,272.1428571,272.1428571

11.9,70,5.836,0.100085749,0.105668684,0.947165658,419.1524464,100,200,272.1428571,272.1428571,419.1524464

11.9,80,1.527,0.020049895,0.020255028,0.989872486,91.82279377,100,200,272.1428571,272.1428571,272.1428571

11.9,80,9.17,0.120404412,0.128684227,0.935657887,583.3684952,100,200,272.1428571,272.1428571,583.3684952

11.9,70,2.699,0.046287086,0.047410987,0.976294506,188.0635822,100,200,272.1428571,272.1428571,272.1428571

11.9,60,0.834,0.019467787,0.019661066,0.990169467,66.84762396,90,180,244.9285714,244.9285714,244.9285714

11.9,70,1.749,0.029994855,0.030458722,0.984770639,120.8195971,90,180,244.9285714,244.9285714,244.9285714

11.9,70,5.92,0.101526325,0.107280923,0.946359538,425.5476614,90,180,244.9285714,244.9285714,425.5476614

11.9,70,1.143,0.019602127,0.019798109,0.990100945,78.53249954,90,180,244.9285714,244.9285714,244.9285714

11.9,60,2.082,0.04859944,0.049841529,0.975079236,169.4611978,90,180,244.9285714,244.9285714,244.9285714

11.9,70,0.951,0.016309381,0.016444593,0.991777703,65.23021977,90,180,244.9285714,244.9285714,244.9285714

11.9,60,1.598,0.037301587,0.038024519,0.98098774,129.2833657,90,180,244.9285714,244.9285714,244.9285714

11.9,70,2.474,0.0424284,0.043368828,0.978315586,172.0296825,90,180,244.9285714,244.9285714,244.9285714

11.9,60,2.074,0.048412698,0.049645012,0.975177494,168.7930409,90,180,244.9285714,244.9285714,244.9285714

11.9,70,0.894,0.015331847,0.015451217,0.992274391,61.28982775,90,180,244.9285714,244.9285714,244.9285714

11.9,60,1.738,0.040569561,0.041427688,0.979286156,140.8541386,90,180,244.9285714,244.9285714,244.9285714

11.9,60,1.041,0.02429972,0.024602358,0.987698821,83.64801684,90,180,244.9285714,244.9285714,244.9285714

11.9,70,0.999,0.017132567,0.017281899,0.99135905,68.55153403,90,180,244.9285714,244.9285714,244.9285714

11.9,60,1.269,0.029621849,0.030074074,0.984962963,102.2518506,90,180,244.9285714,244.9285714,244.9285714

11.9,70,1.004,0.017218316,0.01736916,0.99131542,68.89766702,90,180,244.9285714,244.9285714,244.9285714

11.9,70,3.354,0.057520151,0.059277034,0.970361483,235.1322361,90,180,244.9285714,244.9285714,244.9285714

11.9,60,4.835,0.112861811,0.120070243,0.939964878,408.2388263,90,180,244.9285714,244.9285714,408.2388263

11.9,70,2.404,0.04122792,0.042114746,0.978942627,167.0551577,100,200,272.1428571,272.1428571,272.1428571

11.9,80,2.144,0.028151261,0.028559071,0.985720465,129.4677875,100,200,272.1428571,272.1428571,272.1428571

11.9,70,2.317,0.039735894,0.040558386,0.979720807,160.8815965,100,200,272.1428571,272.1428571,272.1428571

11.9,80,3.845,0.050485819,0.051828939,0.974085531,234.9578558,100,200,272.1428571,272.1428571,272.1428571

11.9,80,2.277,0.029897584,0.0303584,0.9848208,137.6247479,100,200,272.1428571,272.1428571,272.1428571

11.9,70,2.204,0.037797976,0.038540668,0.980729666,152.8779826,100,200,272.1428571,272.1428571,272.1428571

11.9,70,1.62,0.027782542,0.028179586,0.985910207,111.779025,100,200,272.1428571,272.1428571,272.1428571

11.9,80,0.77,0.010110294,0.010161926,0.994919037,46.0674001,100,200,272.1428571,272.1428571,272.1428571

11.9,,,#DIV/0!,#DIV/0!,#DIV/0!,#DIV/0!,120,240,326.5714286,326.5714286,#DIV/0!

11.9,,,#DIV/

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楼板的配筋计算

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