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8層辦公樓工程重力荷載代表值作用下的桿端彎矩計(jì)算.xls

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8層辦公樓工程重力荷載代表值作用下的桿端彎矩計(jì)算.xls

1、-228.41-0.36282.7594.1298.86100.33100.55100.63191.31-0.181-157.02-0.138-178.81178.81-0.069-112.98-0.36221.620.59-0.18156.8919.15-2.831.5650.3820.52-3.54-7.4553.9820.54-3.71-9.3254.0576.1720.62-3.77-9.7854.2510.9420.63-3.78-9.9254.2810.97-141.32191.89-9.94119.5010.9911.4111.3810.8617.38-0.210-0.181-1

2、39.65-0.080-154.68154.68-0.069-180.63-0.2106.6011.90-0.18117.384.1311.5131.2210.864.3211.8230.1811.384.1811.9131.0110.9953.634.1711.9231.2510.9721.344.1611.9331.2710.9421.33-134.43182.7031.2943.2321.2784.3421.42190.4420.0025.68-0.210-0.181-139.65-0.080-154.68154.68-0.069-180.63-0.2109.789.63-0.18125

3、.687.628.3525.2720.008.168.3121.9221.428.108.3121.8021.2758.908.138.2921.7921.3318.788.138.3021.7521.3418.77-130.12179.4021.7661.4718.7967.4419.07158.7817.9123.93-0.210-0.181-139.65-0.080-154.68154.68-0.069-180.63-0.2109.1210.09-0.18123.936.829.0426.4717.917.269.1123.7219.077.169.1323.8918.7958.297.

4、159.1223.9618.7719.767.159.1223.9118.7819.76-131.26180.0723.9157.3219.8071.5319.80166.7718.3824.30-0.210-0.181-139.65-0.080-154.68154.68-0.069-180.63-0.2109.2610.00-0.18124.307.008.8926.2318.387.548.9623.3319.807.549.0423.5119.8055.267.539.0423.7119.7617.757.539.0423.7119.7617.75-130.59180.2823.7057

5、.2717.7469.5217.63161.1517.4224.22-0.210-0.181-139.65-0.080-154.68154.68-0.069-180.63-0.2109.2310.02-0.18124.226.648.7126.2817.426.728.4222.8517.636.768.4222.1017.7471.606.768.4322.1017.7526.926.768.4322.1117.7526.92-132.72178.3022.1162.4326.9375.9326.95183.5627.2028.29-0.245-0.207-139.65-0.093-154.

6、68154.68-0.079-180.63-0.16210.7511.27-0.13618.6810.3312.0519.5917.9510.2412.0620.9517.7910.2312.0520.9517.7710.2312.0520.9317.7710.2312.0520.9317.77-122.18189.0020.9335.5541.8683.72重力荷載代表值作用下的桿端彎矩計(jì)算（單位：kNm）-0.138-249.85228.36-0.138207.2831.45-32.95-0.36235.77-37.02-86.4237.57-39.18-97.1038.13-39.33-

7、102.7780.7438.21-39.42-103.17-23.01-9.9438.25-39.43-103.4040.21-9.92-212.79187.75-103.4340.19-9.78-166.6540.15-9.3239.58-7.4539.031.5625.18-0.181-0.069-317.62295.52-0.069-53.27-0.069-309.620.599.60-0.1819.60-2.8314.8825.1814.88-3.5415.0939.0315.09-3.7115.3139.5815.3152.64-3.7715.3240.15-2.8915.3231.

8、29-3.7815.3340.19-21.5515.3331.27-309.84322.4040.21-21.55-319.1031.2558.87-21.4831.01-21.5530.18-19.9431.22-21.19-0.181-0.069-335.31292.63-0.06979.97-0.069-241.1311.90-8.08-0.181-8.0811.51-7.60-21.19-7.6011.82-8.21-19.94-8.2111.91-8.19-21.55-8.1974.8111.92-8.22-21.48-36.91-8.2221.7611.93-8.22-21.55-

9、7.68-8.2221.75-319.67288.13-21.55-7.69-262.9121.79-50.78-7.6521.80-7.9221.92-7.0725.27-12.38-0.181-0.069-335.31292.63-0.06979.97-0.069-241.139.63-4.72-0.181-4.728.35-2.70-12.38-2.708.31-3.02-7.07-3.028.31-2.92-7.92-2.9269.598.29-2.93-7.65-29.28-2.9323.918.30-2.93-7.69-10.80-2.9323.91-321.65295.07-7.

10、68-10.79-260.4923.96-26.16-10.7623.89-10.9723.72-9.8726.47-14.06-0.181-0.069-335.31292.63-0.06979.97-0.069-241.1310.09-5.36-0.181-5.369.04-3.76-14.06-3.769.11-4.18-9.87-4.189.13-4.10-10.97-4.1071.329.12-4.11-10.76-31.14-4.1123.709.12-4.12-10.79-10.17-4.1223.71-321.20293.51-10.80-10.18-260.9123.71-31

11、.77-10.2223.51-10.3723.33-9.2626.23-13.74-0.181-0.069-335.31292.63-0.06979.97-0.069-241.1310.00-5.24-0.181-5.248.89-3.53-13.74-3.538.96-3.95-9.26-3.959.04-3.90-10.37-3.9067.939.04-3.88-10.22-29.67-3.8822.119.04-3.88-10.18-9.75-3.8822.11-321.11293.91-10.17-9.75-261.1622.10-30.09-9.7222.10-9.6022.85-8

12、.9526.28-13.80-0.181-0.069-335.31292.63-0.06979.97-0.069-241.1310.02-5.26-0.181-5.268.71-3.41-13.80-3.418.42-3.66-8.95-3.668.42-3.71-9.60-3.7185.528.43-3.72-9.72-36.77-3.7231.708.43-3.72-9.75-13.51-3.7231.70-322.17293.62-9.75-13.51-259.4031.71-33.02-13.5231.73-13.5631.73-13.8529.67-16.03-0.207-0.079

13、-335.31292.63-0.07979.97-0.079-241.1311.27-6.12-0.136-6.1212.05-5.29-10.53-5.2912.06-5.18-9.10-5.1812.05-5.16-8.91-5.1612.05-5.16-8.88-5.1612.05-5.16-8.88-5.16-316.38294.36-8.88-268.44-17.75重力荷載代表值作用下的桿端彎矩計(jì)算（單位：kNm）309.62-0.138290.18-41.28-0.362-39.13-108.61-40.14-102.96-40.10-105.61-40.13-105.51-13

14、3.69-40.13-105.59-14.05244.68-105.59-14.06-225.23-14.05-14.26-13.77-20.89-0.210241.13-0.080216.14-7.96-0.210-5.25-20.89-5.43-13.77-5.35-14.26-5.35-14.05-84.96-5.35-14.06-35.46222.21-14.05-35.44-63.55-35.40-35.53-34.40-40.01-0.210241.13-0.080216.14-15.24-0.210-13.10-40.01-13.54-34.40-13.49-35.53-13.5

15、0-35.40-96.08-13.51-35.44-30.31211.19-35.46-30.32-101.22-30.38-30.59-29.66-35.86-0.210241.13-0.080216.14-13.66-0.210-11.30-35.86-11.65-29.66-11.57-30.59-11.55-30.38-94.78-11.55-30.32-32.24213.92-30.31-32.23-92.86-32.19-31.98-30.74-36.76-0.210241.13-0.080216.14-14.00-0.210-11.71-36.76-12.18-30.74-12.

16、26-31.98-12.28-32.19-89.12-12.28-32.23-28.44212.69-32.24-28.45-92.92-28.46-28.56-29.29-36.57-0.210241.13-0.080216.14-13.93-0.210-11.16-36.57-10.88-29.29-10.84-28.56-10.84-28.46-117.92-10.84-28.45-44.74215.74-28.44-44.74-101.63-44.74-44.71-44.50-42.51-0.245241.13-0.093216.14-16.15-0.162-16.90-28.07-16.98-29.38-16.99-29.51-16.99-29.53-16.99-29.53201.98-29.54-59.07

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8層辦公樓工程重力荷載代表值作用下的桿端彎矩計(jì)算.xls

8層辦公樓工程重力荷載代表值作用下的桿端彎矩計(jì)算.xls