内力分析.doc

1、TITLE,恒载作用下刚架内力图结点,1,0_m,0_m结点,2,0_m,9_m结点,3,12_m,10_m结点,4,24_m,9_m结点,5,24_m,0_m单元,1,2,1,1,0,1,1,1单元,2,3,1,1,1,1,1,1单元,3,4,1,1,1,1,1,1单元,4,5,1,1,1,1,1,0结点支承,1,3,0,0,0结点支承,5,3,0,0,0单元温度改变,1,4,0,0,0.00001,.1单元荷载 2,2,3,3,1.9_kN/m,0,1,90,1单元材料性质,1,4,1000,1000,10,1000,1000END 12 3 45( 1)( 2) ( 3)( 4)荷载分布

2、图12 3 45( 1)( 2) ( 3)( 4)-703.6-. 58607. -703.6-.M 图(kN*m)12 3 45( 1)( 2) ( 3)( 4)-789.2071.89 -649. -2071.89V 图(kN)12 3 45( 1) ( 2) ( 3) ( 4)-280. -792.8-9685.7 -9685.72-280.N 图(kN)标题:恒载作用下刚架内力图内力计算单位：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 -22.8000000 -7.81929262 -0.0000

3、0000 -22.8000000 -7.81929262 -70.37363352 -9.68571983 22.0718863 -70.3736335 -7.79228289 -0.64935691 58.60707383 -7.79228289 0.64935691 58.6070738 -9.68571983 -22.0718863 -70.37363354 -22.8000000 7.81929262 -70.3736335 -22.8000000 7.81929262 0.00000000-TITLE,活荷载作用下刚架内力图结点,1,0_m,0_m结点,2,0_m,9_m结点,3,1

4、2_m,10_m结点,4,24_m,9_m结点,5,24_m,0_m单元,1,2,1,1,0,1,1,1单元,2,3,1,1,1,1,1,1单元,3,4,1,1,1,1,1,1单元,4,5,1,1,1,1,1,0结点支承,1,3,0,0,0结点支承,5,3,0,0,0单元温度改变,1,4,0,0,0.00001,.1单元荷载 2,2,3,3,6.25_kN/m,0,1,90,1单元材料性质,1,4,1000,1000,10,1000,1000END 12 3 45( 1)( 2) ( 3)( 4)荷载分布图12 3 45( 1)( 2) ( 3)( 4)-3149 192786.4-2319.

5、0.-.M 图(kN*m)12 3 45( 1) ( 2) ( 3) ( 4)-257.3672604.89 -216.04 -7260.8951.3V 图(kN)12 3 45( 1)( 2) ( 3)( 4)-750. -256.1-3860.9 -31860.92-75.N 图(kN)标题:活荷载作用下刚架内力图内力计算单位：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 -75.0000000 -25.7213573 0.00000000 -75.0000000 -25.7213573 -231.49

6、22152 -31.8609205 72.6048894 -231.492215 -25.6325095 -2.13604246 192.7864263 -25.6325095 2.13604246 192.786426 -31.8609205 -72.6048894 -231.4922154 -75.0000000 25.7213573 -231.492215 -75.0000000 25.7213573 0.00000000-TITLE,左风荷载作用下刚架内力图结点,1,0_m,0_m结点,2,0_m,9_m结点,3,12_m,10_m结点,4,24_m,9_m结点,5,24_m,0_m单

7、元,1,2,1,1,0,1,1,1单元,2,3,1,1,1,1,1,1单元,3,4,1,1,1,1,1,1单元,4,5,1,1,1,1,1,0结点支承,1,3,0,0,0结点支承,5,3,0,0,0单元温度改变,1,4,0,0,0.00001,.1单元荷载,1,3,1.6_kN/m,0,1,90,2单元荷载,2,-3,1.2,0,1,90,2单元荷载,2,-3,1.2_kN/m,0,1,90,1单元荷载,3,-3,1_kN/m,0,1,90,1单元荷载 2,3,4,-3,1,0,1,90,2单元材料性质,1,4,1000,1000,10,1000,1000END 12 3 45( 1)( 2)

8、 ( 3)( 4)荷载分布图12 3 45( 1)( 2) ( 3)( 4)7389.1. -725.18850.7-960.M 图(kN*m)12 3 45( 1)( 2) ( 3)( 4)534.954.3-6. -2014.97 978.3-5-94.V 图(kN)12 3 45( 1)( 2) ( 3)( 4)1650.650. 126.7834 173.298.3N 图(kN)标题:左风荷载作用下刚架内力图内力计算单位：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 16.5016083 15.35

9、43522 0.00000000 16.5016083 0.95435227 73.38917042 2.32143969 -16.3653531 73.3891704 1.12678063 -2.01499457 -37.27517733 0.77772249 -2.17370317 -37.2751773 1.77327170 9.78492898 8.550470424 9.89839167 -0.95455227 8.55047042 9.89839167 -0.94555227 -0.00000000-TITLE,右风荷载作用下刚架内力图结点,1,0_m,0_m结点,2,0_m,9_

10、m结点,3,12_m,10_m结点,4,24_m,9_m结点,5,24_m,0_m单元,1,2,1,1,0,1,1,1单元,2,3,1,1,1,1,1,1单元,3,4,1,1,1,1,1,1单元,4,5,1,1,1,1,1,0结点支承,1,3,0,0,0结点支承,5,3,0,0,0单元温度改变,1,4,0,0,0.00001,.1单元荷载 2,1,2,-3,1_kN/m,0,1,90,2单元荷载,2,-3,1_kN/m,0,1,90,1单元荷载,3,-3,1.2_kN/m,0,1,90,1单元荷载,3,-3,1.2_kN/m,0,1,90,2单元荷载,4,5,1.6_kN/m,1.6_kN/m

11、,0,1,90,2单元材料性质,1,4,1000,1000,10,1000,1000END 12 3 45( 1)( 2) ( 3)( 4)荷载分布图12 3 45( 1)( 2) ( 3)( 4)-109.45-638.7 -48.-498.5 9230.5.M 图(kN*m)12 3 45( 1) ( 2) ( 3) ( 4)-5734.8365.-791.8 409.76128 179.20-3065.2-17465.2V 图(kN)12 3 45( 1)( 2) ( 3)( 4)891.67829.67 942.34 58.58 180.3103N 图(kN)标题:右风荷载作用下刚架内

12、力图内力计算单位：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 8.29166667 -5.73438316 0.00000000 8.29166667 3.26561684 -11.10944842 3.94292204 -7.99183053 -11.1094484 3.94292204 4.04976405 -34.84383163 4.55884269 3.34128366 -34.8438316 4.55884269 17.7911971 92.39055154 18.1083333 -3.065

13、61684 92.3905515 18.1083333 -17.4656168 0.00000000-TITLE,左地震荷载作用下刚架内力图结点,1,0_m,0_m结点,2,0_m,9_m结点,3,12_m,10_m结点,4,24_m,9_m结点,5,24_m,0_m单元,1,2,1,1,0,1,1,1单元,2,3,1,1,1,1,1,1单元,3,4,1,1,1,1,1,1单元,4,5,1,1,1,1,1,0结点支承,1,3,0,0,0结点支承,5,3,0,0,0单元温度改变,1,4,0,0,0.00001,.1结点荷载,2,1,3.3_kN,0单元材料性质,1,4,1000,1000,10,

14、1000,1000END 12 3 45( 1)( 2) ( 3)( 4)荷载分布图12 3 45( 1)( 2) ( 3)( 4)156.4-792.6. -1078.36.M 图(kN*m)12 3 45( 1)( 2) ( 3)( 4)735.4-136. -10.2156.2V 图(kN)12 3 45( 1)( 2) ( 3)( 4)237.50-1456.09-16.-1237.50N 图(kN)标题:左地震荷载作用下刚架内力图内力计算单位：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 1.23

15、750000 1.73573786 -0.00000000 1.23750000 1.73573786 15.62164072 -1.45609002 -1.36313028 15.6216407 -1.45609002 -1.36313028 -0.792621423 -1.66162758 -1.10332048 -0.79262142 -1.66162758 -1.10332048 -14.07835924 -1.23750000 1.56426214 -14.0783592 -1.23750000 1.56426214 0.00000000-TITLE,右地震荷载作用下刚架内力图结点,

16、1,0_m,0_m结点,2,0_m,9_m结点,3,12_m,10_m结点,4,24_m,9_m结点,5,24_m,0_m单元,1,2,1,1,0,1,1,1单元,2,3,1,1,1,1,1,1单元,3,4,1,1,1,1,1,1单元,4,5,1,1,1,1,1,0结点支承,1,3,0,0,0结点支承,5,3,0,0,0单元温度改变,1,4,0,0,0.00001,.1结点荷载,4,1,3.3_kN,180单元材料性质,1,4,1000,1000,10,1000,1000END 12 3 45( 1)( 2) ( 3)( 4)荷载分布图12 3 45( 1)( 2) ( 3)( 4)-1407

17、8.36 -792.6. 1562.1562.M 图(kN*m)12 3 45( 1)( 2) ( 3)( 4)-564.2103. 16.-1735.V 图(kN)12 3 45( 1)( 2) ( 3)( 4)-237.50-16.3-1456.091237.50N 图(kN)标题:右地震荷载作用下刚架内力图内力计算单位：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 -1.23750000 -1.56426214 -0.00000000 -1.23750000 -1.56426214 -14.07835

18、922 -1.66162758 1.10332048 -14.0783592 -1.66162758 1.10332048 -0.792621423 -1.45609002 1.36313028 -0.79262142 -1.45609002 1.36313028 15.62164074 1.23750000 -1.73573786 15.6216407 1.23750000 -1.73573786 -0.00000000-TITLE,最大轮压作用于 A 柱刚架内力图结点,1,0_m,0_m结点,2,0_m,9_m结点,3,12_m,10_m结点,4,24_m,9_m结点,5,24_m,0_m

19、单元,1,2,1,1,0,1,1,1单元,2,3,1,1,1,1,1,1单元,3,4,1,1,1,1,1,1单元,4,5,1,1,1,1,1,0结点支承,1,3,0,0,0结点支承,5,3,0,0,0单元温度改变,1,4,0,0,0.00001,.100单元荷载,1,-2,43.94_kN*m,8/9单元荷载,4,2,3.38,1/9单元材料性质,1,4,1000,1000,10,1000,1000END 12 3 45( 1)( 2) ( 3)( 4)荷载分布图12 3 45( 1)( 2) ( 3)( 4)-597.60.35196.72 -179.056.M 图(kN)12 3 45(

20、1)( 2) ( 3)( 4)-97.50-19.5-1658.49197.50V 图(kN)12 3 45( 1)( 2) ( 3)( 4)830.69-183.57-214.6-830.9N 图(kN)标题:最大轮压作用于A柱刚架内力图内力计算单位：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 1.83069250 -1.99749679 -0.00000000 1.83069250 -1.99749679 25.96252892 -1.83856622 -1.99025192 25.9625289 -

21、1.83856622 -1.99025192 1.996722113 -2.14262769 -1.65848577 1.99672211 -2.14262769 -1.65848577 -17.97409114 -1.83069250 1.99749679 -17.9740911 -1.83069250 1.99749679 0.00000000-TITLE,最大轮压作用于B柱刚架内力图结点,1,0_m,0_m结点,2,0_m,9_m结点,3,12_m,10_m结点,4,24_m,9_m结点,5,24_m,0_m单元,1,2,1,1,0,1,1,1单元,2,3,1,1,1,1,1,1单元,3

22、,4,1,1,1,1,1,1单元,4,5,1,1,1,1,1,0结点支承,1,3,0,0,0结点支承,5,3,0,0,0单元温度改变,1,4,0,0,0.00001,.100单元荷载,1,-2,3.38_kN*m,8/9单元荷载,4,2,43.94,1/9单元材料性质,1,4,1000,1000,10,1000,1000END 12 3 45( 1)( 2) ( 3)( 4)荷载分布图12 3 45( 1)( 2) ( 3)( 4)-45.3.891715.8 -1356.820.7M 图(kN*m)12 3 45( 1)( 2) ( 3)( 4)-5.64-15.4-125.6015.6V

23、图(kN)12 3 45( 1)( 2) ( 3)( 4)39.0-143.56-16.5-139.0N 图(kN)标题:最大轮压作用于B柱刚架内力图内力计算单位：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 0.13900250 -0.15563912 0.00000000 0.13900250 -0.15563912 1.979247892 -0.14355798 -0.15144748 1.97924789 -0.14355798 -0.15144748 0.155578763 -0.16664504

24、 -0.12559723 0.15557876 -0.16664504 -0.12559723 -1.356812114 -0.13900250 0.15563912 -1.35681211 -0.13900250 0.15563912 0.00000000-TITLE,吊车梁横向左荷载作用下刚架内力图结点,1,0_m,0_m结点,2,0_m,9_m结点,3,12_m,10_m结点,4,24_m,9_m结点,5,24_m,0_m单元,1,2,1,1,0,1,1,1单元,2,3,1,1,1,1,1,1单元,3,4,1,1,1,1,1,1单元,4,5,1,1,1,1,1,0结点支承,1,3,0,0

25、,0结点支承,5,3,0,0,0单元温度改变,1,4,0,0,0.00001,.100单元荷载,1,-1,9.89,8/9,90单元荷载,4,1,9.89_kN,1/9,90单元材料性质,1,4,1000,1000,10,1000,1000END 12 3 45( 1)( 2) ( 3)( 4)荷载分布图12 3 45( 1)( 2) ( 3)( 4)-3405.67891 -297.5-. 097.63.51M 图(kN*m)12 3 45( 1)( 2) ( 3)( 4)-3405.67891 -297.5-. 097.63.51V 图(kN)12 3 45( 1)( 2) ( 3)( 4

26、)-329.6-450. -957.1329.6329.629.6N 图(kN)标题:吊车梁横向左荷载作用下刚架内力图内力计算单位：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 -3.29996333 -4.25570881 0.00000000 -3.29996333 -4.24581881 -38.29148932 -4.50519977 2.93596840 -38.2914893 -4.50519977 2.93596840 -2.937748113 -3.95710569 3.64116052 -

27、2.93774811 -3.95710569 3.64116052 40.90763074 3.29996333 4.24581881 40.9076307 3.29996333 -5.64418119 0.00000000-TITLE,吊车梁横向右荷载作用下刚架内力图结点,1,0_m,0_m结点,2,0_m,9_m结点,3,12_m,10_m结点,4,24_m,9_m结点,5,24_m,0_m单元,1,2,1,1,0,1,1,1单元,2,3,1,1,1,1,1,1单元,3,4,1,1,1,1,1,1单元,4,5,1,1,1,1,1,0结点支承,1,3,0,0,0结点支承,5,3,0,0,0单

28、元温度改变,1,4,0,0,0.00001,.100单元荷载,1,1,9.89_kN,8/9,90单元荷载,4,-1,9.89_kN,1/9,90单元材料性质,1,4,1000,1000,10,1000,1000END12 3 45( 1)( 2) ( 3)( 4)荷载分布图12 3 45( 1)( 2) ( 3)( 4)790.1. -79120-M 图(kN*m)12 3 45( 1)( 2) ( 3)( 4)790.1. -79120-V 图(kN)12 3 45( 1)( 2) ( 3)( 4)6593.6593.6593.47.5 -547.-693.-69.-6593.N 图(kN

29、)标题:吊车梁横向右荷载作用下刚架内力图内力计算单位：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 6.59333333 9.89000000 -0.00000000 6.59333333 0.00000000 79.12000002 0.54754653 -6.57055837 79.1200000 0.54754653 -6.57055837 -0.000000003 -0.54754653 -6.57055837 -0.00000000 -0.54754653 -6.57055837 -79.12000004 -6.59333333 0.00000000 -79.1200000 -6.59333333 9.89000000 -0.00000000-TITLE,吊车梁刚架内力图组合1结点,1,0_m,0_m结点,2,0_m,9_m结点,3,12_m,10_m结点,4,24_m,9_m结点,5,24_m,0_m单元,1,2,1,1,0,1,1,1单元,2,3,1,1,1,1,1,1单元,3,4,1,1,1,1,1,1单元,4,5,1,1,1,1,1,0结点支承,1,3,0,0,0结点支承,5,3,0,0,0