电算钢筋混凝土框架结构在竖向

1、结构力学（2）综合训练项目二电算钢筋混凝土框架结构在竖向活荷载作用下的内力班级： 姓名： 学号： 一、工程资料1、 结构柱网布置图如下：2、 混凝土等级为C30；3、 梁柱轴线均为轴心相交，采用现浇梁、板、柱；4、 结构为多层框架结构；5、 墙体为240mm厚的粘土空心砖，容重15KN/m3；6、 荷载：1）楼面和屋面活荷载查阅建筑结构荷载规范GB50009-2012；2）材料容重为：钢筋混凝土25KN/m3。7、 柱距 建工11-6班为6.6m。柱子高度：分成I（首层5.1m、标准层3m）柱网跨度B(570024005700)杆件截面尺寸d（柱子：700700，梁600300）楼面和屋面活荷

2、载2.0 kN/m二、命令流文本结点,1,0,0结点,7,5.7,0结点,13,5.7+2.4,0结点,19,5.7+2.4+5.7,0结点,2,0,5.1结点,8,5.7,5.1结点,14,5.7+2.4,5.1结点,20,5.7+2.4+5.7,5.1结点,3,0,5.1+3结点,9,5.7, 5.1+3结点,15,5.7+2.4, 5.1+3结点,21,5.7+2.4+5.7, 5.1+3结点,4,0,5.1+3+3结点,10,5.7, 5.1+3+3结点,16,5.7+2.4, 5.1+3+3结点,22,5.7+2.4+5.7, 5.1+3+3结点,5,0,5.1+3+3+3结点,11

3、,5.7, 5.1+3+3+3结点,17,5.7+2.4, 5.1+3+3+3结点,23,5.7+2.4+5.7, 5.1+3+3+3结点,6,0,5.1+3+3+3+3结点,12,5.7, 5.1+3+3+3+3结点,18,5.7+2.4, 5.1+3+3+3+3结点,24,5.7+2.4+5.7, 5.1+3+3+3+3单元,1,2,1,1,1,1,1,1单元,2,3,1,1,1,1,1,1单元,3,4,1,1,1,1,1,1单元,4,5,1,1,1,1,1,1单元,5,6,1,1,1,1,1,1单元,7,8,1,1,1,1,1,1单元,8,9,1,1,1,1,1,1单元,9,10,1,1

4、,1,1,1,1单元,10,11,1,1,1,1,1,1单元,11,12,1,1,1,1,1,1单元,13,14,1,1,1,1,1,1单元,14,15,1,1,1,1,1,1单元,15,16,1,1,1,1,1,1单元,16,17,1,1,1,1,1,1单元,17,18,1,1,1,1,1,1单元,19,20,1,1,1,1,1,1单元,20,21,1,1,1,1,1,1单元,21,22,1,1,1,1,1,1单元,22,23,1,1,1,1,1,1单元,23,24,1,1,1,1,1,1单元,2,8,1,1,1,1,1,1单元,3,9,1,1,1,1,1,1单元,4,10,1,1,1,1,

5、1,1单元,5,11,1,1,1,1,1,1单元,6,12,1,1,1,1,1,1单元,14,20,1,1,1,1,1,1单元,15,21,1,1,1,1,1,1单元,16,22,1,1,1,1,1,1单元,17,23,1,1,1,1,1,1单元,18,24,1,1,1,1,1,1单元,8,14,1,1,1,1,1,1单元,9,15,1,1,1,1,1,1单元,10,16,1,1,1,1,1,1单元,11,17,1,1,1,1,1,1单元,12,18,1,1,1,1,1,1结点支承,1,6,0,0,0,0结点支承,7,6,0,0,0,0结点支承,13,6,0,0,0,0结点支承,19,6,0,

6、0,0,0单元荷载2,21,24,5,0,11.4,0,1/2,90单元荷载2,21,24,5,11.4,0,1/2,1,90单元荷载,25,5,0,2.85,0,1/2,90单元荷载,25,5,2.85,0,1/2,1,90单元荷载2,26,29,5,0,11.4,0,1/2,90单元荷载2,26,29,5,11.4,0,1/2,1,90单元荷载,30,5,0,2.85,0,1/2,90单元荷载,30,5,2.85,0,1/2,1,90单元荷载2,31,34,5,0,4.8,0,1/2,90单元荷载2,31,34,5,4.8,0,1/2,1,90单元荷载,35,5,0,1.2,0,1/2,9

7、0单元荷载,35,5,1.2,0,1/2,1,90变量定义,E=1,I1=200,I2=54,A1=49,A2=18,EI1=E*I1,EI2=E*I2,EA1=E*A1,EA2=E*A2单元材料性质,1,20,EA1,EI1,1,1,-1单元材料性质,21,35,EA2,EI2,1,1,-1三、结构计算简图四、电算结果1、 数据文本内力计算单位：力(默认),力矩(默认)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 -73.3750628 -5.77033891 13.0537078 -73.3750628 -5.77033891

8、-16.3750205 2 -55.9953879 -6.61265622 5.50540200 -55.9953879 -6.61265622 -14.3325666 3 -38.7026374 -6.89861031 6.73107205 -38.7026374 -6.89861031 -13.9647588 4 -21.5481060 -6.15404234 6.25141947 -21.5481060 -6.15404234 -12.2107075 5 -4.58029168 -3.89660178 7.03104501 -4.58029168 -3.89660178 -4.65876

9、032 6 -76.9474371 2.19344427 -4.58674299 -76.9474371 2.19344427 6.59982279 7 -58.9571120 3.87252382 -6.21794817 -58.9571120 3.87252382 5.39962329 8 -40.8798625 4.63181634 -7.37301790 -40.8798625 4.63181634 6.52243111 9 -22.6643939 4.40692244 -6.47767137 -22.6643939 4.40692244 6.74309594 10 -4.262208

10、32 2.77628685 -6.25728710 -4.26220832 2.77628685 2.07157346 11 -76.9474371 -2.19344427 4.58674299 -76.9474371 -2.19344427 -6.59982279 12 -58.9571120 -3.87252382 6.21794817 -58.9571120 -3.87252382 -5.39962329 13 -40.8798625 -4.63181634 7.37301790 -40.8798625 -4.63181634 -6.52243111 14 -22.6643939 -4.

11、40692244 6.47767137 -22.6643939 -4.40692244 -6.74309594 15 -4.26220832 -2.77628685 6.25728710 -4.26220832 -2.77628685 -2.07157346 16 -73.3750628 5.77033891 -13.0537078 -73.3750628 5.77033891 16.3750205 17 -55.9953879 6.61265622 -5.50540200 -55.9953879 6.61265622 14.3325666 18 -38.7026374 6.89861031

12、-6.73107205 -38.7026374 6.89861031 13.9647588 19 -21.5481060 6.15404234 -6.25141947 -21.5481060 6.15404234 12.2107075 20 -4.58029168 3.89660178 -7.03104501 -4.58029168 3.89660178 4.65876032 21 0.84231731 17.3796749 -21.8804225 0.84231731 -15.1103250 -15.4127755 22 0.28595409 17.2927504 -21.0636387 0

13、.28595409 -15.1972495 -15.0914610 23 -0.74456797 17.1545314 -20.2161783 -0.74456797 -15.3354685 -15.0318493 24 -2.25744057 16.9678143 -19.2417525 -2.25744057 -15.5221856 -15.1217106 25 -3.89660178 4.58029168 -4.65876032 -3.89660178 -3.54220832 -1.70022275 26 0.84231731 15.1103250 -15.4127755 0.84231

14、731 -17.3796749 -21.8804225 27 0.28595409 15.1972495 -15.0914610 0.28595409 -17.2927504 -21.0636387 28 -0.74456797 15.3354685 -15.0318493 -0.74456797 -17.1545314 -20.2161783 29 -2.25744057 15.5221856 -15.1217106 -2.25744057 -16.9678143 -19.2417525 30 -3.89660178 3.54220832 -1.70022275 -3.89660178 -4.58029168 -4.65876032 31 -0.83676224 2.88000000 -2.59500454 -0.83676224 -2.88000000 -2.59500454 32 -0.47333843 2.88000000 -2.31881989 -0.47333843 -2.88000000 -2.31881989 33 -0.51967407 2.88000000 -