梁正截面受弯承载力配筋计算

M/(kN•m)

REMREMS1fcbh20112五

sA1fcbh0SfyAS,min实配钢筋

mm2M/(kN•m)

REMREMSf21cbh0112s四

A1fcbh0SfyAS,min左

-121.24

-90.930.0730.076486540

4Φ14

615-172.33-129.25

0.1030.109703540AB跨梁

中右124.36

-113.08

93.27-84.810.0750.0680.0780.070499452540

540

4Φ14

4Φ14

61561587.56-133.6765.67

-100.25

0.0520.0800.0540.084347538540540左-102.65

-76.990.0620.064409540

4Φ14

615-165.91-124.43

0.0990.105676540BC跨梁中-8.42

-6.32

0.005

0.005

33

540

4Φ14

6154.563.42

0.003

0.003

18

540

实配钢筋mm2M/(kN•m)

REMREMS21fcbh0三

112sA1fcbh0SfyAS,min实配钢筋

mm2M/(kN•m)

REMREMS1fcbh20112二

sA1fcbh0SfyAS,min实配钢筋

4Φ16804-201.60-151.20

0.1210.129831540

4Φ18

1017-230.08-172.56

0.1380.149959540

4Φ18

4Φ144Φ1661580491.16-161.7768.37

-121.33

0.0550.0970.0560.102362658540

540

4Φ14

4Φ18

615101791.25-189.4568.44

-142.09

0.0550.1140.0560.121362778540

540

4Φ14

4Φ18

4Φ16804-225.35-169.01

0.1350.146938540

4Φ18

1017-280.26-210.20

0.1680.1851192540

4Φ20

4Φ14

6152.932.20

0.002

0.002

11

540

4Φ14

6152.251.69

0.001

0.001

9

540

4Φ14

mm2M/(kN•m)

REMREMS21fcbh0一

112sA1fcbh0SfyAS,min实配钢筋

mm21017615-311.15121.54-233.36

91.16

0.1870.0730.2080.0761340487540

540

4Φ22

4Φ14

152061510171256-217.84-340.94-163.38

-255.71

0.1310.2040.1400.2319041487540

540

4Φ22

4Φ22

15201520615-0.75-0.56

0.000

0.000

3

540

4Φ14

615

截面

右-97.21

-72.910.0580.060387540

4Φ14

615-165.84-124.38

0.0990.105675540左-102.35

-76.760.0610.063408540

4Φ14

615-132.82-99.62

0.0800.083535540CD跨梁中右113.21

-131.98

84.91-98.990.0680.0790.0700.083453531540

540

4Φ14

4Φ14

61561593.28-157.8169.96

-118.36

0.0560.0950.0580.100371641540540左-133.60

-100.200.0800.084538540

4Φ14

615-159.78-119.84

0.0960.101649540DE跨梁中右118.18

-118.21

88.64-88.66

0.0710.071

0.0740.074

473473

540

540

4Φ14

4Φ14

61561592.21-173.3269.16

-129.99

0.0550.104

0.0570.110

366708

540540

梁

4Φ16804-224.88-168.66

0.1350.145936540

4Φ18

1017-281.51-211.13

0.1690.1861197540

4Φ20

4Φ16804-132.24-99.18

0.0790.083532540

4Φ16

804-192.73-144.55

0.1160.123792540

4Φ18

4Φ1461597.3473.01

0.0580.060387540

4Φ14

615106.0079.50

0.0640.066423540

4Φ14

4Φ16804-191.85-143.89

0.1150.123788540

4Φ16

804-224.47-168.35

0.1350.145934540

4Φ18

4Φ16804-193.78-145.34

0.1160.124797540

4Φ18

1017-226.44-169.83

0.1360.146943540

4Φ18

4Φ1461593.6070.20

0.0560.058372540

4Φ14

615106.0079.50

0.0640.066423540

4Φ14

4Φ16

804-203.01-152.26

0.122

0.130

838

540

4Φ18

1017-235.11-176.33

0.141

0.153

982

540

4Φ18

12561017-342.16-220.28-256.62

-165.21

0.2050.1320.2320.1421493915540

540

4Φ22

4Φ20

152012566151017106.83-268.8380.12

-201.62

0.0640.1610.0660.1774261138540

540

4Φ14

4Φ20

61512561017615-272.60110.88-204.45

83.16

0.1630.0660.1800.0691155443540

540

4Φ22

4Φ14

15206151017-315.62-236.72

0.189

0.212

1362

540

4Φ22

1520