建筑结构课程设计框架内力计算

1、1.框架的基本结构框架基本结构2.风荷载作用下的内力图标题:风荷载内力计算单位：力(kN),力矩(kN*m)杆端内力值 ( 乘子 = 1)- 杆端 1 杆端 2 - - 单元码 轴力 剪力 弯矩 轴力 剪力 弯矩- 1 70.4958269 27.0418501 -89.9379843 70.4958269 27.0418501 72.3131162 2 40.2186883 22.5669407 -56.2482153 40.2186883 22.5669407 61.0998766 3 17.7954667 14.6886442 -34.9405057 17.7954667 14.6886

2、442 41.4404443 4 4.75692692 6.64193580 -14.3671123 4.75692692 6.64193580 20.1709538 5 -28.5382500 -4.75692692 20.1709538 -28.5382500 -4.75692692 -21.6900031 6 -17.5890000 -6.82777936 13.6555587 -17.5890000 -6.82777936 -13.6555587 7 -6.64175000 -4.75692692 21.6900031 -6.64175000 -4.75692692 -20.17095

3、38 8 -36.9032500 -13.0385397 55.8075567 -36.9032500 -13.0385397 -58.9315933 9 -22.4755000 -18.2559004 36.5118009 -22.4755000 -18.2559004 -36.5118009 10 -8.04650000 -13.0385397 58.9315934 -8.04650000 -13.0385397 -55.8075567 11 -33.0117500 -22.4232215 96.0403823 -33.0117500 -22.4232215 -101.283967 12

4、-20.4450000 -31.3389196 62.6778392 -20.4450000 -31.3389196 -62.6778392 13 -7.87825000 -22.4232215 101.283967 -7.87825000 -22.4232215 -96.0403823 14 -32.3351250 -30.2771386 128.561331 -32.3351250 -30.2771386 -137.877488 15 -18.4050000 -43.3023167 86.6046334 -18.4050000 -43.3023167 -86.6046334 16 -4.4

5、7487500 -30.2771386 137.877488 -4.47487500 -30.2771386 -128.561331 17 -70.4958269 27.0418501 -89.9379843 -70.4958269 27.0418501 72.3131162 18 -40.2186883 22.5669407 -56.2482153 -40.2186883 22.5669407 61.0998766 19 -17.7954667 14.6886442 -34.9405057 -17.7954667 14.6886442 41.4404443 20 -4.75692692 6.

6、64193581 -14.3671123 -4.75692692 6.64193581 20.1709538 21 29.2290892 51.8740771 -178.214744 29.2290892 51.8740771 133.029718 22 16.2039111 37.9440187 -91.4524037 16.2039111 37.9440187 105.856493 23 7.28821310 25.3774531 -58.1053130 7.28821310 25.3774531 73.8574431 24 2.07085244 10.9483678 -21.585951

7、1 2.07085244 10.9483678 35.3455618 25 -29.2290892 51.8740771 -178.214744 -29.2290892 51.8740771 133.029718 26 -16.2039111 37.9440187 -91.4524037 -16.2039111 37.9440187 105.856493 27 -7.28821310 25.3774531 -58.1053130 -7.28821310 25.3774531 73.8574431 28 -2.07085244 10.9483678 -21.5859511 -2.07085244

8、 10.9483678 35.3455618标题:风荷载位移计算单位：位移(m),转角(Rad)杆端位移值 ( 乘子 = 1)- 杆端 1 杆端 2 - - 单元码 u -水平位移 v -竖直位移 ?-转角 u -水平位移 v -竖直位移 ?-转角- 1 0.00000000 0.00000000 0.00000000 0.00413703 0.00000000 -0.00033894 2 0.00413703 0.00000000 -0.00033894 0.00738431 0.00000000 -0.00025808 3 0.00738431 0.00000000 -0.00025808

9、 0.00954793 0.00000000 -0.00014975 4 0.00954793 0.00000000 -0.00014975 0.01057400 0.00000000 -0.00005302 5 0.01057400 0.00000000 -0.00005302 0.01057400 0.00000000 -0.00006597 6 0.01057400 0.00000000 -0.00006597 0.01057400 -0.00000000 -0.00006597 7 0.01057400 -0.00000000 -0.00006597 0.01057400 -0.000

10、00000 -0.00005302 8 0.00954793 0.00000000 -0.00014975 0.00954793 0.00000000 -0.00017639 9 0.00954793 0.00000000 -0.00017639 0.00954793 -0.00000000 -0.00017639 10 0.00954793 -0.00000000 -0.00017639 0.00954793 -0.00000000 -0.00014975 11 0.00738431 0.00000000 -0.00025808 0.00738431 0.00000000 -0.000302

11、79 12 0.00738431 0.00000000 -0.00030279 0.00738431 -0.00000000 -0.00030279 13 0.00738431 -0.00000000 -0.00030279 0.00738431 -0.00000000 -0.00025808 14 0.00413703 0.00000000 -0.00033894 0.00413703 0.00000000 -0.00041838 15 0.00413703 0.00000000 -0.00041838 0.00413703 -0.00000000 -0.00041838 16 0.0041

12、3703 -0.00000000 -0.00041838 0.00413703 -0.00000000 -0.00033894 17 0.00000000 0.00000000 0.00000000 0.00413703 -0.00000000 -0.00033894 18 0.00413703 -0.00000000 -0.00033894 0.00738431 -0.00000000 -0.00025808 19 0.00738431 -0.00000000 -0.00025808 0.00954793 -0.00000000 -0.00014975 20 0.00954793 -0.00

13、000000 -0.00014975 0.01057400 -0.00000000 -0.00005302 21 0.00000000 0.00000000 0.00000000 0.00413703 0.00000000 -0.00041838 22 0.00413703 0.00000000 -0.00041838 0.00738431 0.00000000 -0.00030279 23 0.00738431 0.00000000 -0.00030279 0.00954793 0.00000000 -0.00017639 24 0.00954793 0.00000000 -0.000176

14、39 0.01057400 0.00000000 -0.00006597 25 0.00000000 0.00000000 0.00000000 0.00413703 -0.00000000 -0.00041838 26 0.00413703 -0.00000000 -0.00041838 0.00738431 -0.00000000 -0.00030279 27 0.00738431 -0.00000000 -0.00030279 0.00954793 -0.00000000 -0.00017639 28 0.00954793 -0.00000000 -0.00017639 0.010574

15、00 -0.00000000 -0.00006597风荷载作用下的轴力图（单位：kN）风荷载作用下的剪力图（单位：kN）风荷载作用下的弯矩图（单位：kN.m）3.恒载作用下的内力图标题:恒载内力计算单位：力(kN),力矩(kN*m)杆端内力值 ( 乘子 = 1)- 杆端 1 杆端 2 - - 单元码 轴力 剪力 弯矩 轴力 剪力 弯矩- 1 -1075.44056 -5.37975815 10.7595163 -1075.44056 -5.37975815 -21.5190326 2 -805.732287 -13.0156199 34.9752344 -805.732287 -13.0156

16、199 -32.7059892 3 -535.715013 -10.9525581 29.1300154 -535.715013 -10.9525581 -27.8232867 4 -265.677361 -16.0313650 36.6265520 -265.677361 -16.0313650 -46.7365460 5 -16.0313650 79.3373619 -74.6865460 -16.0313650 -85.6626381 -102.517761 6 7.47301202 23.9200000 -32.2794702 7.47301202 -23.9200000 -32.27

17、94702 7 -16.0313650 85.6626381 -102.517761 -16.0313650 -79.3373619 -74.6865460 8 5.07880691 74.4976516 -88.6398387 5.07880691 -79.0623484 -108.724504 9 -3.92313296 21.2000000 -20.3589282 -3.92313296 -21.2000000 -20.3589282 10 5.07880691 79.0623484 -108.724504 5.07880691 -74.4976516 -88.6398387 11 -2

18、.06306183 74.4772743 -86.0260047 -2.06306183 -79.0827256 -106.289990 12 1.62945402 21.2000000 -21.8264973 1.62945402 -21.2000000 -21.8264973 13 -2.06306183 79.0827256 -106.289990 -2.06306183 -74.4772743 -86.0260047 14 7.63586179 74.1682760 -80.6842670 7.63586179 -79.3917239 -103.667437 15 -2.9133968

19、7 21.2000000 -23.9028316 -2.91339687 -21.2000000 -23.9028316 16 7.63586179 79.3917239 -103.667437 7.63586179 -74.1682760 -80.6842670 17 -1075.44056 5.37975815 -10.7595163 -1075.44056 5.37975815 21.5190326 18 -805.732287 13.0156199 -34.9752344 -805.732287 13.0156199 32.7059892 19 -535.715013 10.95255

20、81 -29.1300154 -535.715013 10.9525581 27.8232867 20 -265.677361 16.0313650 -36.6265520 -265.677361 16.0313650 46.7365460 21 -1395.57943 7.64569437 -15.2913887 -1395.57943 7.64569437 30.5827774 22 -1029.60771 18.1949530 -49.1818286 -1029.60771 18.1949530 45.4319270 23 -663.944986 14.5024371 -39.03156

21、62 -663.944986 14.5024371 36.3811070 24 -298.302638 23.5043770 -51.9844694 -298.302638 23.5043770 70.2382911 25 -1395.57943 -7.64569437 15.2913887 -1395.57943 -7.64569437 -30.5827774 26 -1029.60771 -18.1949530 49.1818286 -1029.60771 -18.1949530 -45.4319270 27 -663.944986 -14.5024371 39.0315662 -663.

22、944986 -14.5024371 -36.3811070 28 -298.302638 -23.5043770 51.9844694 -298.302638 -23.5043770 -70.2382911恒荷载作用下的轴力图（单位：kN）恒荷载作用下的剪力图（单位：kN）恒荷载作用下的弯矩图（单位：kN.m）4.活荷载作用下的内力图标题:活荷载 全内力计算单位：力(kN),力矩(kN*m)杆端内力值 ( 乘子 = 1)- 杆端 1 杆端 2 - - 单元码 轴力 剪力 弯矩 轴力 剪力 弯矩- 1 -285.448281 -2.92564579 5.85129158 -285.448281

23、 -2.92564579 -11.7025831 2 -202.527595 -7.05160373 18.9742700 -202.527595 -7.05160373 -17.6940693 3 -119.343093 -6.22359349 16.2588515 -119.343093 -6.22359349 -16.1038345 4 -66.1963661 -7.34134402 18.0412688 -66.1963661 -7.34134402 -20.1337200 5 -7.34134402 25.3963661 -20.1337200 -7.34134402 -28.987

24、6338 -35.9352977 6 1.43786726 8.26000000 -10.9276298 1.43786726 -8.26000000 -10.9276298 7 -7.34134402 28.9876338 -35.9352977 -7.34134402 -25.3963661 -20.1337200 8 1.11775053 32.1667271 -34.1451033 1.11775053 -35.7692728 -49.9963044 9 -1.14594314 14.4400000 -12.6315785 -1.14594314 -14.4400000 -12.631

25、5785 10 1.11775053 35.7692728 -49.9963044 1.11775053 -32.1667271 -34.1451033 11 -0.82801025 32.2045016 -33.9529208 -0.82801025 -35.7314983 -49.4717061 12 0.48522262 14.4400000 -12.8750428 0.48522262 -14.4400000 -12.8750428 13 -0.82801025 35.7314983 -49.4717061 -0.82801025 -32.2045016 -33.9529208 14 4.12595794 31.9406867 -30.6768532 4.12595794 -35.9953132 -48.5172095 15 -0.36473853 14.4400000 -13.8919578 -0.36473853 -14.4400000 -13.8919578 16 4.12595794 35.9953132 -48.5172095 4.12595794 -31.9406867 -30.6768532 17 -285.448281 2.92564579 -5.85129158 -285.448281 2.92564579