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1、 現澆板計算用表(新規范版)項目：中銀大廈2001/8/9板號 板厚l1l2支座類號pgql1/l2ql12m1M1配筋m2M2配筋m1Fn1M1F配筋m2Fn2M2F配筋l1/f0l1/f1B1100 2.10 3.3034.853.510.72 0.63647.280.08303.9281800.04332.0581800.0777 1.3745.0581500.0571 1.3643.6881807212144281B2100 1.80 2.1034.853.510.72 0.85734.730.05762.0081800.04491.5681800.0626 1.3302.8981802、0.0551 1.3302.55818017261329731B3100 1.25 1.8034.327.960.69412.440.07540.9481800.04350.5481800.0741 1.3541.2581800.0569 1.3600.968180512521012511B4120 4.00 5.8035.829.790.690156.64 0.076712.01121800.04356.81102000.0747 1.35815.90122000.0570 1.36012.1412180215742711B5100 3.05 4.4534.327.960.68574.0503、.07675.68102000.04353.2281800.0747 1.3587.5281000.0570 1.3605.741046468571B6100 2.05 3.0534.63.510.42 0.67243.790.07793.4181800.04341.9081800.0754 1.3624.4981800.0570 1.3603.4081808557169751B7100 3.60 6.0034.8528.620.600111.72 0.08689.70101200.04324.83102000.0793 1.38112.23122000.0571 1.3708.74121804、169334131B8100 1.80 2.1034.327.960.85725.790.05761.4981800.04491.1681800.0626 1.3302.1581800.0551 1.3301.89818023245444061B9100 3.30 3.9034.327.960.84686.680.05865.0881500.04493.8981800.0634 1.3307.3081000.0553 1.3326.388120369770701B10 160 5.70 7.2035.829.790.792318.08 0.063920.33121500.044614.19125、2000.0671 1.33228.45121500.0560 1.34223.9112180216841771B11 100 2.20 3.0034.63.510.42 0.73350.430.07073.5681800.04402.2281800.0715 1.3444.8481500.0567 1.3543.8781807726151081B12 100 3.00 3.0034.327.961.00071.640.04423.1781800.04423.1781800.0513 1.3204.8581500.0513 1.3204.8581506765127741B131B14 100 6、2.20 3.0036.20.79.060.73343.830.07073.1081800.04401.9381800.0715 1.3444.2181800.0567 1.3543.3681808890173831B15 100 3.00 3.0036.2210.33 1.00092.970.04424.1181800.04424.1181500.0513 1.3206.3081200.0513 1.3206.308120521398441B16 160 5.70 7.2036.3210.47 0.792340.01 0.063921.73101000.044615.16121800.0677、1 1.33230.41121000.0560 1.34225.5612120202939081B171B18 100 3.00 3.0036.2210.33 1.00092.970.04424.1181800.04424.1181500.0513 1.3206.3081200.0513 1.3206.308120521398441B19 100 3.30 3.9036.2210.33 0.846112.49 0.05866.6081200.04495.05102000.0634 1.3309.48121800.0553 1.3328.2812200284954481B20 100 1.80 8、3.3034.327.960.54525.790.09472.4481800.04311.1181800.0817 1.4042.9681800.0571 1.3802.03818013320275791B21 100 1.85 4.0034.327.96D327.240.10102.75818081800.1170 1.0003.198180818011562218331B22 120 2.00 2.6034.828.560.76934.240.06722.3081500.04431.5281500.0694 1.3383.1881500.0564 1.3482.608150228804449、121B23 100 2.00 3.0536.20.79.060.65636.220.08042.9181800.04331.5781800.0766 1.3703.8081800.0571 1.3602.81818010236203831B24 120 1.35 4.0036.73.512.94D323.580.10102.38815081500.1170 1.0002.768150815031627597231B25 100 2.10 3.3036.2210.33 0.63645.560.08303.7881800.04331.9781800.0777 1.3744.8681500.05710、1 1.3643.5581807484149731B261B27 100 1.85 4.0036.2210.33D335.350.10103.57818081800.1170 1.0004.14818081808909168241B28 100 2.00 2.6036.2210.33 0.76941.320.06722.7881800.04431.8381800.0694 1.3383.8381800.0564 1.3483.14818010972212971B29 100 3.05 4.4536.2210.33 0.68596.090.07677.3781000.04354.1881500.11、0747 1.3589.75101200.0570 1.3607.458100266952841B30 100 2.10 5.8036.2210.33D345.560.10104.60815081800.1170 1.0005.33815081806091115021B31 120 3.90 4.2036.7211.01 0.929167.39 0.05108.54101800.04487.5081200.0573 1.32012.66101200.0536 1.32011.8412180327462111B32 110 3.45 3.9036.45210.67 0.885126.97 0.05476.95102000.04495.70102000.0603 1.32410.14121800.0545 1.3249.1610150347366101B33注：1、根據設計五所陳總鋼筋混凝土雙向板彎矩及撓度系數、配筋計算表2002新規范版編制。2、板號后帶“-”者，計算短邊負筋時取h0=(板厚-30mm)，無“-”則取h0=(板厚-20mm)。By 2707 3、本表不適用于可變荷載大于4kN/m2的房屋現澆板計算。4、對于長邊與短邊長度之比大于2.0，但小于3.0的板，本表仍按短邊方向受力的單向板計算，用戶應手算復核使長邊方向的配筋率滿足最小配筋率要求。