框架柱内力组合表

1、横梁弯距调幅(单位:KN.M)荷载类型恒荷载层号左梁右梁跨度荷载跨中弯距左调幅右调幅跨中调幅60.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.00050.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.00040.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.00030.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.00020.0000.00

2、00.0000.0000.0000.0000.0000.0000.0000.0000.0000.00010.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000荷载类型活载层号左梁右梁跨度荷载跨中弯距左调幅右调幅跨中调幅60.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.00050.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.00040.0000.0000.0000.0000.0000.0000.000

3、0.0000.0000.0000.0000.00030.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.00020.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.00010.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000表6.2 横梁内力组合层号杆件号截面内力荷载类别内力组合恒活地震左地震右1.2+1.4 1.35+0.981.2(+0.5)+1.31.31层D1C1D1M0.0000.0000.00

4、00.0000.000V0.0000.0000.0000.0000.000跨中M0.0000.0000.0000.0000.000C1左M0.0000.0000.0000.0000.000V0.0000.0000.0000.0000.000C1B1C1右M0.0000.0000.0000.0000.000V0.0000.0000.0000.0000.000跨中M0.0000.0000.0000.0000.000B1左M0.0000.0000.0000.0000.000V0.0000.0000.0000.0000.000B1A1B1右M0.0000.0000.0000.0000.000V0.00

5、00.0000.0000.0000.000跨中M0.0000.0000.0000.0000.000A1左M0.0000.0000.0000.0000.000V0.0000.0000.0000.0000.0002层D2C2D2M0.0000.0000.0000.0000.000V0.0000.0000.0000.0000.000跨中M0.0000.0000.0000.0000.000C2左M0.0000.0000.0000.0000.000V0.0000.0000.0000.0000.000C2B2C2右M0.0000.0000.0000.0000.000V0.0000.0000.0000.00

6、00.000跨中M0.0000.0000.0000.0000.000B2左M0.0000.0000.0000.0000.000V0.0000.0000.0000.0000.000B2A2B2右M0.0000.0000.0000.0000.000V0.0000.0000.0000.0000.000跨中M0.0000.0000.0000.0000.000A2左M0.0000.0000.0000.0000.000V0.0000.0000.0000.0000.0003层D3C3D3M0.0000.0000.0000.0000.000V0.0000.0000.0000.0000.000跨中M0.0000

7、.0000.0000.0000.000C3左M0.0000.0000.0000.0000.000V0.0000.0000.0000.0000.000C3B3C3右M0.0000.0000.0000.0000.000V0.0000.0000.0000.0000.000跨中M0.0000.0000.0000.0000.000B3左M0.0000.0000.0000.0000.000V0.0000.0000.0000.0000.000B3A3B3右M0.0000.0000.0000.0000.000V0.0000.0000.0000.0000.000跨中M0.0000.0000.0000.0000.

8、000A3左M0.0000.0000.0000.0000.000V0.0000.0000.0000.0000.0004层D4C4D4M0.0000.0000.0000.0000.000V0.0000.0000.0000.0000.000跨中M0.0000.0000.0000.0000.000C4左M0.0000.0000.0000.0000.000V0.0000.0000.0000.0000.000C4B4C4右M0.0000.0000.0000.0000.000V0.0000.0000.0000.0000.000跨中M0.0000.0000.0000.0000.000B4左M0.0000.0

9、000.0000.0000.000V0.0000.0000.0000.0000.000B4A4B4右M0.0000.0000.0000.0000.000V0.0000.0000.0000.0000.000跨中M0.0000.0000.0000.0000.000A4左M0.0000.0000.0000.0000.000V0.0000.0000.0000.0000.0005层D5C5D5M0.0000.0000.0000.0000.000V0.0000.0000.0000.0000.000跨中M0.0000.0000.0000.0000.000C5左M0.0000.0000.0000.0000.0

10、00V0.0000.0000.0000.0000.000C5B5C5右M0.0000.0000.0000.0000.000V0.0000.0000.0000.0000.000跨中M0.0000.0000.0000.0000.000B5左M0.0000.0000.0000.0000.000V0.0000.0000.0000.0000.000B5A5B5右M0.0000.0000.0000.0000.000V0.0000.0000.0000.0000.000跨中M0.0000.0000.0000.0000.000A5左M0.0000.0000.0000.0000.000V0.0000.0000.0

11、000.0000.0006层D6C6D6M0.0000.0000.0000.0000.000V0.0000.0000.0000.0000.000跨中M0.0000.0000.0000.0000.000C6左M0.0000.0000.0000.0000.000V0.0000.0000.0000.0000.000C6B6C6右M0.0000.0000.0000.0000.000V0.0000.0000.0000.0000.000跨中M0.0000.0000.0000.0000.000B6左M0.0000.0000.0000.0000.000V0.0000.0000.0000.0000.000B6A

12、6B6右M0.0000.0000.0000.0000.000V0.0000.0000.0000.0000.000跨中M0.0000.0000.0000.0000.000A6左M0.0000.0000.0000.0000.000V0.0000.0000.0000.0000.0003层B3A3附表2 框架柱内力组合表层次杆件 截面内力恒载活载地震地震内力组合左右1.2SGk+1.4SQk种类六层A上端M183.5521.48-87.4487.44250.33N209.1015.68-15.8615.86272.87下端M122.3834.26-27.6127.61194.82N223.0215.6

13、8-15.8615.86289.58V78.4414.2929.50-29.50114.14B上端M-133.47-18.13-178.76178.76-185.55N252.5421.73-75.9575.95333.47下端M-96.71-27.75-124.23124.23-154.90N266.4621.73-75.9575.95350.17V-59.02-11.7677.69-77.69-87.29五层A上端M89.7844.26-122.62122.62169.70N515.1078.38-45.6845.68727.85下端M102.9240.23-66.0366.03179.8

14、3N529.0278.38-45.6845.68744.56V49.4121.6648.37-48.3789.62B上端M-80.32-36.06-273.20273.20-146.87N569.0791.24-250.23250.23810.62下端M-85.30-33.53-223.53223.53-149.30N582.9991.24-250.23250.23827.32V-42.47-17.84127.37-127.37-75.94四层A上端M102.9240.23-151.16151.16179.83N820.62141.17-88.8288.821182.38下端M102.9240

15、.23-96.6496.64179.83N834.54141.17-88.8288.821199.09V52.7820.6363.54-63.5492.22B上端M-85.30-33.53-352.38352.38-149.30N886.08160.66-545.99545.991288.22下端M-85.30-33.53-300.17300.17-149.30N900.00160.66-545.99545.991304.92V-43.74-17.19167.32-167.32-76.57三层A上端M102.9240.23-160.88160.88179.83N1126.14203.96-14

16、0.04140.041636.91下端M103.1440.32-131.63131.63180.22N1140.06203.96-140.04140.041653.62V52.8420.6575.00-75.0092.32B上端M-85.30-33.53-385.18385.18-149.30N1203.09230.08-846.74846.741765.82下端M-85.40-33.57-385.18385.18-149.48N1217.01230.08-846.74846.741782.52V-43.77-17.21197.53-197.53-76.61二层A上端M102.6040.11-

17、161.25161.25179.27N1431.65266.75-199.04199.042091.43下端M119.6546.78-161.25161.25209.07N1445.57266.75-199.04199.042108.13V56.9922.2882.69-82.6999.58B上端M-85.08-33.44-427.73427.73-148.91N1520.11299.50-1203.551203.552243.43下端M-94.64-37.20-427.73427.73-165.65N1534.03299.50-1203.551203.552260.14V-46.08-18.

18、11219.35-219.35-80.66一层A上端M84.0930.47-155.61155.61143.57N1737.50329.38-262.44262.442546.13下端M42.0515.24-391.02391.0271.80N1751.42329.38-262.44262.442562.84V32.3411.72140.16-140.1655.22B上端M-63.72-25.05-363.35363.35-111.53N1836.79369.08-1544.301544.302720.86下端M-31.86-12.53-451.03451.03-55.77N1850.7136

19、9.08-1544.301544.302737.56V-22.76-9.64208.82-208.82-40.80二层A最不利内力组合1.35SGk+1.4*0.7*SQk1.2(SGk+0.5SQk)+1.3SEkMmaxMM左右NNmaxNmin268.84119.48346.82346.82268.84119.48297.65239.71280.95280.95297.65239.71198.79131.52203.31203.31198.79131.52316.44256.41297.65297.65316.44256.41119.91141.0664.3664.36119.91141

20、.06-197.95-403.4361.35-403.4361.35-403.43362.22217.35414.82217.35414.82217.35-157.75-294.2028.80-294.2028.80-294.20381.02234.06431.53234.06431.53234.06-91.2123.11-178.8823.11178.8823.11164.58-25.11293.70293.70164.58-25.11772.20605.76724.53724.53772.20605.76178.3761.80233.48233.48178.3761.80790.99622

21、.47741.24741.24790.99622.4787.93135.179.41135.1787.93135.17-143.77-473.18237.14-473.18237.14-473.18857.66412.331062.93412.331062.93412.33-148.01-413.07168.11-413.07168.11-413.07876.45429.031079.63429.031079.63429.03-74.82103.91-227.24103.91-227.24103.91178.37-48.87344.15344.15178.37-48.871246.18953.

22、981184.911184.911246.18953.98178.3722.01273.27273.27178.3722.011264.98970.681201.621201.621264.98970.6891.47158.31-6.89-6.8991.47158.31-148.01-580.57335.62-580.57335.62-580.571353.65449.911869.48449.911869.48449.91-148.01-512.70267.74-512.70267.74-512.701372.45466.611886.18466.611886.18466.61-75.901

23、54.71-280.33154.71-280.33154.71178.37-61.50356.79356.79178.37-61.501720.171291.691655.801655.801720.171291.69178.75-23.16319.08319.08178.75-23.161738.961308.401672.501672.501738.961308.4091.57173.30-21.71-21.7191.57173.30-148.01-623.21378.26-623.21378.26-623.211849.65480.992682.52480.992682.52480.99-148.19-623.36378.11-623.36378.11-623.361868.44497.702699.22497.702699.22497.70-75.95193.94-319.63193.94-319.63193.94177.82-62