表格模板-免费工程实用工具现浇板计算表 精品.xls

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1、 现浇板计算用表(2003新规范版)板号板厚l1l2支座类号pgql1/l21B11002.103.3034.853.510.720.6361B21001.802.1034.853.510.720.8571B31001.251.8034.327.960.6941B41204.005.8035.829.790.6901B51003.054.4534.327.960.6851B61002.053.0534.63.510.420.6721B71003.606.0034.8528.620.6001B81001.802.1034.327.960.8571B91003.303.9034.327.960.8

2、461B101605.707.2035.829.790.7921B111002.203.0034.63.510.420.7331B121003.003.0034.327.961.0001B130.000.0001B141002.203.0036.20.79.060.7331B151003.003.0036.2210.331.0001B161605.707.2036.3210.470.7921B170.000.0001B181003.003.0036.2210.331.0001B191003.303.9036.2210.330.8461B201001.803.3034.327.960.5451B

3、211001.854.0034.327.96D31B221202.002.6034.828.560.7691B231002.003.0536.20.79.060.6561B241201.354.0036.73.512.94D31B251002.103.3036.2210.330.6361B260.000.0001B271001.854.0036.2210.33D31B281002.002.6036.2210.330.7691B291003.054.4536.2210.330.6851B301002.105.8036.2210.33D31B311203.904.2036.7211.010.929

4、1B321103.453.9036.45210.670.8851B330.000.0000.000.000注：1、根据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)。 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。ql12m1M1配筋m2M2配筋m1Fn147.280.08303.9281800.04332.0581800

5、.07771.37434.730.05762.0081800.04491.5681800.06261.33012.440.07540.9481800.04350.5481800.07411.354156.640.076712.01121800.04356.81102000.07471.35874.050.07675.68102000.04353.2281800.07471.35843.790.07793.4181800.04341.9081800.07541.362111.720.08689.70101200.04324.83102000.07931.38125.790.05761.49818

6、00.04491.1681800.06261.33086.680.05865.0881500.04493.8981800.06341.330318.080.063920.33121500.044614.19122000.06711.33250.430.07073.5681800.04402.2281800.07151.34471.640.04423.1781800.04423.1781800.05131.3200.000.00000.0000.00000.0000.00000.00043.830.07073.1081800.04401.9381800.07151.34492.970.04424

7、.1181800.04424.1181500.05131.320340.010.063921.73101000.044615.16121800.06711.3320.000.00000.0000.00000.0000.00000.00092.970.04424.1181800.04424.1181500.05131.320112.490.05866.6081200.04495.05102000.06341.33025.790.09472.4481800.04311.1181800.08171.40427.240.10102.7581800.00000.0081800.11701.00034.2

8、40.06722.3081500.04431.5281500.06941.33836.220.08042.9181800.04331.5781800.07661.37023.580.10102.3881500.00000.0081500.11701.00045.560.08303.7881800.04331.9781800.07771.3740.000.00000.0000.00000.0000.00000.00035.350.10103.5781800.00000.0081800.11701.00041.320.06722.7881800.04431.8381800.06941.33896.

9、090.07677.3781000.04354.1881500.07471.35845.560.10104.6081500.00000.0081800.11701.000167.390.05108.54101800.04487.5081200.05731.320126.970.05476.95102000.04495.70102000.06031.3240.000.00000.0000.00000.0000.00000.0000.000.00000.0000.00000.0000.00000.000 现浇板计算用表(2003新规范版)注：1、根据钢筋混凝土双向板弯矩及挠度系数、配筋计算表200

10、2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)。 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。项目：M1F配筋m2Fn2M2F配筋l1/f0l1/f5.0581500.05711.3643.6881807212144282.8981800.05511.3302.55818017261329731.2581800.05691.3600.96818051252101251

11、15.90122000.05701.36012.1412180215742717.5281000.05701.3605.7410200346468574.4981800.05701.3603.40818085571697512.23122000.05711.3708.7412180169334132.1581800.05511.3301.89818023245444067.3081000.05531.3326.3881203697707028.45121500.05601.34223.9112180216841774.8481500.05671.3543.8781807726151084.85

12、81500.05131.3204.8581506765127740.0000.00000.0000.000004.2181800.05671.3543.3681808890173836.3081200.05131.3206.3081205213984430.41121000.05601.34225.5612120202939080.0000.00000.0000.000006.3081200.05131.3206.308120521398449.48121800.05531.3328.2812200284954482.9681800.05711.3802.03818013320275793.1

13、981800.00000.0000.00818011562218333.1881500.05641.3482.60815022880444123.8081800.05711.3602.81818010236203832.7681500.00000.0000.00815031627597234.8681500.05711.3643.5581807484149730.0000.00000.0000.000004.1481800.00000.0000.0081808909168243.8381800.05641.3483.14818010972212979.75101200.05701.3607.458100266952845.3381500.00000.0000.00818060911150212.66101200.05361.32011.84121803274621110.14121800.05451.3249.1610150347366100.0000.00000.0000.000000.0000.00000.0000.00000