现浇板计算(2003).xls

现浇板计算用表2003新规范版 项目 中银大厦2001/8/9 板号 板厚l1l2 支座 类号 pgql1/l2ql12m1M1配筋m2M2配筋m1Fn1M1F配筋m2Fn2M2F配筋l1/f0l1/f 1B1100 2.10 3.3034.853.510.72 0.63647.280.08303.92 8180 0.04332.05 8180 0.0777 1.3745.05 8150 0.0571 1.3643.68 8180721214428 1B2100 1.80 2.1034.853.510.72 0.85734.730.05762.00 8180 0.04491.56 8180 0.0626 1.3302.89 8180 0.0551 1.3302.55 81801726132973 1B3100 1.25 1.8034.327.960.69412.440.07540.94 8180 0.04350.54 8180 0.0741 1.3541.25 8180 0.0569 1.3600.96 818051252101251 1B4120 4.00 5.8035.829.790.690156.64 0.076712.01 12180 0.04356.81 10200 0.0747 1.35815.90 12200 0.0570 1.36012.14 1218021574271 1B5100 3.05 4.4534.327.960.68574.050.07675.68 10200 0.04353.22 8180 0.0747 1.3587.52 8100 0.0570 1.3605.74 1020034646857 1B6100 2.05 3.0534.63.510.42 0.67243.790.07793.41 8180 0.04341.90 8180 0.0754 1.3624.49 8180 0.0570 1.3603.40 8180855716975 1B7100 3.60 6.0034.8528.620.600111.72 0.08689.70 10120 0.04324.83 10200 0.0793 1.38112.23 12200 0.0571 1.3708.74 1218016933413 1B8100 1.80 2.1034.327.960.85725.790.05761.49 8180 0.04491.16 8180 0.0626 1.3302.15 8180 0.0551 1.3301.89 81802324544406 1B9100 3.30 3.9034.327.960.84686.680.05865.08 8150 0.04493.89 8180 0.0634 1.3307.30 8100 0.0553 1.3326.38 812036977070 1B10 160 5.70 7.2035.829.790.792318.08 0.063920.33 12150 0.0446 14.1912200 0.0671 1.33228.45 12150 0.0560 1.34223.91 1218021684177 1B11 100 2.20 3.0034.63.510.42 0.73350.430.07073.56 8180 0.04402.22 8180 0.0715 1.3444.84 8150 0.0567 1.3543.87 8180772615108 1B12 100 3.00 3.0034.327.961.00071.640.04423.17 8180 0.04423.17 8180 0.0513 1.3204.85 8150 0.0513 1.3204.85 8150676512774 1B13 1B14 100 2.20 3.0036.20.79.060.73343.830.07073.10 8180 0.04401.93 8180 0.0715 1.3444.21 8180 0.0567 1.3543.36 8180889017383 1B15 100 3.00 3.0036.2210.33 1.00092.970.04424.11 8180 0.04424.11 8150 0.0513 1.3206.30 8120 0.0513 1.3206.30 812052139844 1B16 160 5.70 7.2036.3210.47 0.792340.01 0.063921.73 10100 0.0446 15.1612180 0.0671 1.33230.41 12100 0.0560 1.34225.56 1212020293908 1B17 1B18 100 3.00 3.0036.2210.33 1.00092.970.04424.11 8180 0.04424.11 8150 0.0513 1.3206.30 8120 0.0513 1.3206.30 812052139844 1B19 100 3.30 3.9036.2210.33 0.846112.49 0.05866.60 8120 0.04495.05 10200 0.0634 1.3309.48 12180 0.0553 1.3328.28 1220028495448 1B20 100 1.80 3.3034.327.960.54525.790.09472.44 8180 0.04311.11 8180 0.0817 1.4042.96 8180 0.0571 1.3802.03 81801332027579 1B21 100 1.85 4.0034.327.96D327.240.10102.75 81808180 0.1170 1.0003.19818081801156221833 1B22 120 2.00 2.6034.828.560.76934.240.06722.30 8150 0.04431.52 8150 0.0694 1.3383.18 8150 0.0564 1.3482.60 81502288044412 1B23 100 2.00 3.0536.20.79.060.65636.220.08042.91 8180 0.04331.57 8180 0.0766 1.3703.80 8180 0.0571 1.3602.81 81801023620383 1B24 120 1.35 4.0036.73.512.94D323.580.10102.38 81508150 0.1170 1.0002.76815081503162759723 1B25 100 2.10 3.3036.2210.33 0.63645.560.08303.78 8180 0.04331.97 8180 0.0777 1.3744.86 8150 0.0571 1.3643.55 8180748414973 1B26 1B27 100 1.85 4.0036.2210.33D335.350.10103.57 81808180 0.1170 1.0004.1481808180890916824 1B28 100 2.00 2.6036.2210.33 0.76941.320.06722.78 8180 0.04431.83 8180 0.0694 1.3383.83 8180 0.0564 1.3483.14 81801097221297 1B29 100 3.05 4.4536.2210.33 0.68596.090.07677.37 8100 0.04354.18 8150 0.0747 1.3589.75 10120 0.0570 1.3607.45 810026695284 1B30 100 2.10 5.8036.2210.33D345.560.10104.60 81508180 0.1170 1.0005.3381508180609111502 1B31 120 3.90 4.2036.7211.01 0.929167.39 0.05108.54 10180 0.04487.50 8120 0.0573 1.32012.66 10120 0.0536 1.32011.84 1218032746211 1B32 110 3.45 3.9036.45210.67 0.885126.97 0.05476.95 10200 0.04495.70 10200 0.0603 1.32410.14 12180 0.0545 1.3249.16 1015034736610 1B33 注1、根据设计五所陈总钢筋混凝土双向板弯矩及挠度系数、配筋计算表2002新规范版编制。 2、板号后带“-”者，计算短边负筋时取h0板厚-30mm，无“-”则取h0板厚-20mm。 By 2707 3、本表不适用于可变荷载大于4kN/m2的房屋现浇板计算。 4、对于长边与短边长度之比大于2.0，但小于3.0的板，本表仍按短边方向受力的单向板计算，用户应手算复核使长边方向的配筋率满足最小配筋率要求。