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防护桩检算 临表

来源:华佗小知识
w

w3mw

0.87620.6726819070.337095

180.336.63

3.35

h

ul

24380.19122.4

配筋率0.0042配筋面积5154.175

18根 22

AsAr

6842.41227185

625

XmM

EaKtmnwxtH

C2530 fc11.9Φ22 fy 300rs575Ka0.235

3.1415930.7382740.47190.5230.35250.0061522170.346348

550.09410.008203M2191845206517.68192191.845206

M

2.192E+09

2191.8452

AsA5321.41230000C30 fcΦ22 fy 14.3300r625rsa3.1415930.6628760.422145.654410.3165468.37820.007365M517.6819M1.574E+091574.166575K0.2110.0055239170.31097615741659921574.1659921.519319

0.58

m-n

0.335588

-0.0000008482

27.136363

9.9559.10348.06

1.2297752817.829775281153.4792551

131.3334284.8126551

4.4

72.454090910.3847237750.049136

0.876

6.8588831469.46043505616.060435062.8039042781509.235019

210.33

143805321配筋率配筋面积

12380.14561.20.005810.00423298.67

0.140563591

0.2350392245

517.6818818

As 受拉钢筋2280.6A桩截面积785398r500

3.1420.6245490.397699.96287341.17550.00694405.1423

M

5.11E+08510.6157

0.0907624080.2105290758517.6818818m=n=

0.580.26933582390.25600000000.15200000000.2693248000

w

w3mwm-n0.8550.6250260.3323030.293603

-0.0008791146

3.32

3

2.9

h

ul

EaKtmnwxtH

XmM

39.34337349

6.2243.104656.070.76870454.088704547.0363238266.72204113.75836382.213333333105.04680720.3886580190.095055

0.8553.49532584.9638359558.2838359551.471686269324.9570105

C25 fc11.9Φ22 fy 300rs450K0.073203784a0.1988

0.29820.0052050.292995405.1423423M5.11E+08

510.6157

0.1988296979

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