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.下载可编辑 .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；.下载可编辑 .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/m 3；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/m 3。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(5700 2400 57

2、00)杆件截面尺寸d（柱子： 700 700 ，梁 600 300 ）楼面和屋面活荷载2.0 kN/m 2二、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.下载可编辑 .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

3、,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 ,11,5.7, 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、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.下载可编辑 .单元 ,9,10,1,1,1,1,1,1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

5、,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 ,4,10,1,1,1,1,1,1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.下载可编辑 .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,

6、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 ,19,6,0,0,0,0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,

7、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 ,35,5,0,1.2,0,1/2,90单元荷载 ,35,5,1.2,0,1/2,1,90.下载可编辑 .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

8、算简图6(25)12(35)(30)2418( 5 )(10) (15)(20)5(24)11(34)(29)2317( 4 )( 9 )(14)(19)4(23)10(33)(28)2216( 3 )( 8 )(13)(18)3(22)9(32)(27)2115( 2 )( 7 )(12)(17)2(21)8(31)(26)2014( 1 )( 6 )(11)(16)171319四、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-.下载可编辑 .1-73.3750628-5.7703389113.05

9、37078-73.3750628-5.77033891-16.37502052-55.9953879-6.612656225.50540200-55.9953879-6.61265622-14.33256663-38.7026374-6.898610316.73107205-38.7026374-6.89861031-13.96475884-21.5481060-6.154042346.25141947-21.5481060-6.15404234-12.21070755-4.58029168-3.896601787.03104501-4.58029168-3.89660178-4.658760

10、326-76.94743712.19344427-4.58674299-76.94743712.193444276.599822797-58.95711203.87252382-6.21794817-58.95711203.872523825.399623298-40.87986254.63181634-7.37301790-40.87986254.631816346.522431119-22.66439394.40692244-6.47767137-22.66439394.406922446.7430959410-4.262208322.77628685-6.25728710-4.26220

11、8322.776286852.0715734611-76.9474371-2.193444274.58674299-76.9474371-2.19344427-6.5998227912-58.9571120-3.872523826.21794817-58.9571120-3.87252382-5.3996232913-40.8798625-4.631816347.37301790-40.8798625-4.63181634-6.5224311114-22.6643939-4.406922446.47767137-22.6643939-4.40692244-6.7430959415-4.2622

12、0832-2.776286856.25728710-4.26220832-2.77628685-2.0715734616-73.37506285.77033891-13.0537078-73.37506285.7703389116.375020517-55.99538796.61265622-5.50540200-55.99538796.6126562214.332566618-38.70263746.89861031-6.73107205-38.70263746.8986103113.964758819-21.54810606.15404234-6.25141947-21.54810606.

13、1540423412.210707520-4.580291683.89660178-7.03104501-4.580291683.896601784.65876032210.8423173117.3796749-21.88042250.84231731-15.1103250-15.4127755220.2859540917.2927504-21.06363870.28595409-15.1972495-15.091461023-0.7445679717.1545314-20.2161783-0.74456797-15.3354685-15.031849324-2.2574405716.9678

14、143-19.2417525-2.25744057-15.5221856-15.121710625-3.896601784.58029168-4.65876032-3.89660178-3.54220832-1.70022275260.8423173115.1103250-15.41277550.84231731-17.3796749-21.8804225270.2859540915.1972495-15.09146100.28595409-17.2927504-21.063638728-0.7445679715.3354685-15.0318493-0.74456797-17.1545314

15、-20.216178329-2.2574405715.5221856-15.1217106-2.25744057-16.9678143-19.241752530-3.896601783.54220832-1.70022275-3.89660178-4.58029168-4.6587603231-0.836762242.88000000-2.59500454-0.83676224-2.88000000-2.5950045432-0.473338432.88000000-2.31881989-0.47333843-2.88000000-2.3188198933-0.519674072.880000

16、00-2.03174685-0.51967407-2.88000000-2.0317468534-0.626804982.88000000-2.12132764-0.62680498-2.88000000-2.1213276435-1.120314920.720000000.37135071-1.12031492-0.720000000.37135071-2、 最终内力图(1)弯矩图.下载可编辑 .-4.66(25)-1.70-1.70(30)-4.66-4.662.07(35)-24.664.540.370.950.0734.546121824( 5 )(10)(15)(20)-19.24-

17、15.12-15.12-19.24-12.21(24)-2.12-2.12(29)-7.0312.21-6.26.740(.3418-)6.7457.0313.6811176.2613.6823( 4 )( 9 )(14)(19)-20.22-15.03-15.03-20.22-13.96(23)-2.03-2.03(28)-6.2513.96-6.486.52( 33 -)6.526.25100.27.4822413.241613.24( 3 )( 8 )(13)(18)-21.06-15.09-15.09-21.06-14.33(22)-2.32-2.32(27)-6.7314.33-7.

18、375.40 (0-32.01)-5.406.7397.3721312.791512.79( )( 7 )(12)(17)-21.88-15.41-15.41-21.88-16.38(21)-2.60-0.29-2.60(26)-5.5116.38-6.226.60( 31 -)6.602.55112.228146.2212.2220(1)(6)(11)(16)-4.59-13.05113.057413.5919.下载可编辑 .弯矩图(2)轴力图(25)-1.(1235 )(30)6-3.901218-3.9024( 5 )(10)(15)(20)-4.58-4.26-4.26-4.58(24)(34)(29)-2.26-0.63-2.265111723( 4 )( 9 )(14)(19)-21.55-22.66-22.66-21.55(23)-0.(5233 )(28)4-0.741016-0.7422( 3 )( 8 )(13)(18)-38.70-40.88-40.88-38.70(22)-0.(4732 )(27)30.299150.2921( 2 )( 7 )(12)(17)-56