现浇板计算(2003)

 现浇板计算用表(2003新规范版)板号板厚1B11B21B31B41B51B61B71B81B91B101B111B121B131B141B151B161B171B181B191B201B211B221B231B241B251B261B271B281B291B301B311B321B33100100100120100100100100100160100100l12.101.801.254.003.052.053.601.803.305.702.203.00l23.302.101.805.804.453.056.002.103.907.203.003.00支座类号pg项目：中银大厦2001/8/9q########7.969.797.96####8.627.967.969.79####7.96l1/l2ql12m1M1配筋8@1808@1808@18012@18010@2008@18010@1208@1808@15012@1508@1808@180m2M2配筋m1Fn1M1F配筋m2Fn2M2F配筋8@1808@1808@18012@18010@2008@18012@1808@1808@12012@1808@1808@150l1/f0721217261512522157346485571693232453697216877266765l1/f14428329731012514271685716975341344406707041771510812774173839844390898445448275792183344412203835972314973168242129752841150262116610333333333333333333333333333334.854.854.35.84.34.64.854.34.35.84.64.36.26.26.36.26.24.34.34.86.26.76.26.26.26.26.26.76.453.53.52223.522223.520.722222220.73.522222220.63647.28#####3.920.85734.73#####2.000.69412.44#####0.940.690156.64#####12.010.68574.05#####5.680.67243.79#####3.410.600111.72#####9.700.85725.79#####1.490.84686.68#####5.080.792318.08#####20.330.73350.43#####3.561.00071.64#####3.17#####2.058@180#####1.374#####1.568@180#####1.330#####0.548@180#####1.354#####6.8110@200#####1.358#####3.228@180#####1.358#####1.908@180#####1.362#####4.8310@200#####1.381#####1.168@180#####1.330#####3.898@180#####1.330#####14.1912@200#####1.332#####2.228@180#####1.344#####3.178@180#####1.3205.058@150#####1.3642.898@180#####1.3301.258@180#####1.36015.9012@200#####1.3607.528@100#####1.3604.498@180#####1.36012.2312@200#####1.3702.158@180#####1.3307.308@100#####1.33228.4512@150#####1.3424.848@150#####1.3544.858@150#####1.3204.218@180#####1.3546.308@120#####1.32030.4112@100#####1.3426.309.482.963.193.183.802.764.868@12012@1808@1808@1808@1508@1808@1508@150#####1.320#####1.332#####1.380#####1.348#####1.360#####1.3643.682.550.9612.145.743.408.741.896.3823.913.874.851002.203.001003.003.001605.707.201001001001001201001201001001001001001201103.003.301.801.852.002.001.352.101.852.003.052.103.903.453.003.903.304.002.603.054.003.304.002.604.455.804.203.909.060.73343.83#####3.108@180#####1.938@180#####1.344####1.00092.97#####4.118@180#####4.118@150#####1.320####0.792340.01#####21.7310@100#####15.1612@180#####1.332########7.967.968.569.06################################1.00092.97#####0.846112.49#####0.54525.79#####D327.24#####0.76934.24#####0.65636.22#####D323.58#####0.63645.56#####D335.35#####0.76941.32#####0.68596.09#####D345.56#####0.929167.39#####0.885126.97#####4.116.602.442.752.302.912.383.783.572.787.374.608.546.958@1808@1208@1808@1808@1508@1808@1508@1808@1808@1808@1008@15010@18010@200##############################4.115.051.111.521.571.978@15010@2008@1808@1808@1508@1808@1508@1808@1808@1808@1508@1808@12010@200######################################################################1.3201.3301.4041.0001.3381.3701.0001.3741.0001.3381.3581.0001.3201.3243.368@18088906.308@120521325.5612@12020296.308.282.032.602.813.558@12012@2008@1808@1808@1508@1808@1508@18052132849133201156222880102363162774848909109722669609132743473####################1.834.187.505.704.148@1803.838@180#####1.3489.7510@120#####1.3605.338@15012.6610@120#####1.32010.1412@180#####1.3248@1803.148@1807.458@1008@18011.8412@1809.1610@150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)。 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。

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