结构力学作业

1、结构力学上机报告班级：土木1206 姓名：张驰 学号：30P339 例题9-6 FN图（KN）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 14.4216192 0.00048828 -0.00012207 14.4216192 0.00048828 0.00024414 2 -5.57751440 -0.00048828 0.00018311 -5.57751440 -0.00048828 -0.00024414 3 -5.57681683 0.00000000 0.00006104 -5.57681683 0.0000000

2、0 0.00000000 4 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 5 -6.25363032 0.00024414 -0.00006104 -6.25363032 0.00024414 0.00012207 6 7.88727431 0.00012207 0.00000000 7.88727431 0.00012207 0.00000000-P343：例题9-7 M图（KN.m） FQ图（kN） FN图（kN）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

3、 - - 单元码 轴力 剪力 弯矩 轴力 剪力 弯矩- 1 -25.3416588 42.9812645 -684.194639 -25.3416588 42.9812645 175.430650 2 50.6833204 100.000000 175.430650 50.6833204 -99.9999995 175.430659 3 -25.3416615 -42.9812653 175.430659 -25.3416615 -42.9812653 -684.194647 4 95.0312237 -0.00000191 0.00001526 95.0312237 -0.00000191

4、0.00000000 5 95.0312242 0.00000000 -0.00001526 95.0312242 0.00000000 0.00003052- 结构位移变形位移计算单位：位移(默认),转角(默认)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 -253.416595 -79530.5781 -5087.63989 2 -253.416595 -79530.5781 -5087.63989 253.4166

5、10 -79530.5781 5087.63987 3 253.416610 -79530.5781 5087.63987 0.00000000 0.00000000 0.00000000 4 0.00000000 0.00000000 -2551.06040 -253.416595 -79530.5781 -2551.06040 5 0.00000000 0.00000000 2551.06042 253.416610 -79530.5781 2551.06042-作业1. 图M图（kN.m）FN图（kN）FQ图（kN）内力计算单位：力(默认),力矩(默认)杆端内力值 ( 乘子 = 1)-

6、杆端 1 杆端 2 - - 单元码 轴力 剪力 弯矩 轴力 剪力 弯矩- 1 -58.6657103 -0.00006104 0.00000000 -58.6657103 -0.00006104 -0.00024414 2 -21.3334549 0.00000000 0.00000000 -21.3334549 0.00000000 0.00000000 3 -13.9997867 0.00000000 0.00000000 -13.9997867 0.00000000 0.00000000 4 61.3322825 -0.00006104 0.00000000 61.3322825 -0.

7、00006104 0.00000000 5 18.6666675 0.00012207 0.00000000 18.6666675 0.00012207 0.00000000 6 14.0001495 -0.00122070 0.00097656 14.0001495 -0.00122070 -0.00097656 7 0.00017044 0.00000000 -0.00036621 0.00017044 0.00000000 0.00024414 8 26.6659919 0.00024414 -0.00061035 26.6659919 0.00024414 0.00073242 9 2

8、3.3331602 -0.00009155 0.00036621 23.3331602 -0.00009155 -0.00036621 10 -26.6664159 0.00000000 -0.00006104 -26.6664159 0.00000000 0.00000000 11 -23.3326207 0.00006104 -0.00036621 -23.3326207 0.00006104 0.00048828位移图位移计算单位：位移(默认),转角(默认)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 -

9、竖直位移 -转角- 1 0.00000000 0.00000000 -137.331537 -234.662841 -549.326171 -137.331537 2 -234.662841 -549.326171 -243.995952 -319.996673 -1525.30993 -243.995952 3 0.00000000 0.00000000 0.00000000 0.00000000 -41.9993591 0.00000000 4 0.00000000 -41.9993591 -126.831569 245.329132 -549.325622 -126.831569 5 2

10、45.329132 -549.325622 -233.495968 319.995788 -1483.30957 -233.495968 6 319.995788 -1483.30957 -213.330820 -319.996673 -1525.30993 -213.330820 7 -234.662841 -549.326171 -159.997323 245.329132 -549.325622 -159.997323 8 245.329132 -549.325622 -223.996586 -319.996673 -1525.30993 -223.996586 9 -234.66284

11、1 -549.326171 -109.331827 0.00000000 -41.9993591 -109.331827 10 0.00000000 0.00000000 -117.331597 245.329132 -549.325622 -117.331597 11 -234.662841 -549.326171 -215.996374 319.995788 -1483.30957 -215.996374-2图M图（kN.m）FN图（kN）FQ图（kN）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

12、弯矩- 1 -0.62843040 14.3715696 0.00000000 -0.62843040 6.37156960 20.7431392 2 -0.62843040 7.00000000 20.7431392 -0.62843040 -9.00000000 16.7431392 3 -0.62843040 -8.37156960 16.7431392 -0.62843040 -8.37156960 0.00000000 4 -0.62843040 -0.00000000 0.00000000 -0.62843040 -0.00000000 0.00000000 5 -0.628430

13、40 0.00000000 0.00000000 -0.62843040 0.00000000 0.00000000 6 0.62843040 -0.00000000 0.00000000 0.62843040 -0.00000000 -0.00000000 7 0.88873479 -0.00000000 0.00000000 0.88873479 -0.00000000 0.00000000 8 0.88873479 0.00000000 0.00000000 0.88873479 0.00000000 -0.00000000-位移图位移计算单位：位移(默认),转角(默认)杆端位移值 (

14、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 -71.2294176 -0.62843043 -125.963409 -47.8196117 2 -0.62843043 -125.963409 -47.8196117 -1.88529122 -119.296745 48.4862784 3 -1.88529122 -119.296745 48.4862784 -2.51372170 0.00000000 65.2294176 4 -0.62843043 -1

15、25.963409 -14.5494898 -29.7274093 -100.826194 -14.5494898 5 -1.88529122 -119.296745 11.2161564 20.5470218 -94.1595230 11.2161564 6 20.5470218 -94.1595230 1.66666667 -29.7274093 -100.826194 1.66666667 7 -29.7274093 -100.826194 -32.6384008 0.00000000 0.00000000 -32.6384008 8 -2.51372170 0.00000000 29.

16、3050674 20.5470218 -94.1595230 29.3050674-3题M图（kN.m）FN图（kN）FQ图（kN）4题M图（kN.m）FN图（kN）FQ图（kN）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 0.00000000 0.00000000 -0.00000001 0.00000000 0.00000000 0.00000001 2 0.00000000 -0.00000000 0.00000000 0.00000000 -0.00000000 0.0000000

17、0 3 0.00000000 -0.00000000 0.00000001 0.00000000 -0.00000000 0.00000001 4 0.00000000 -0.00000000 -0.00000001 0.00000000 -0.00000000 0.00000002 5 -256.000000 -4.20908658 10.7778965 -256.000000 -4.20908658 -10.2675363 6 -128.000000 -38.3649351 101.779116 -128.000000 -38.3649351 -90.0455591 7 -64.00000

18、00 -70.4991145 189.713044 -64.0000000 -70.4991145 -162.782528 8 32.0000000 -34.4728052 93.5082540 32.0000000 -34.4728052 -78.8557719 9 0.00000000 -6.64643873 13.2646380 0.00000000 -6.64643873 -19.9675556 10 128.000000 -36.6418885 86.1086628 128.000000 -36.6418885 -97.1007797 11 -64.0000000 -70.09185

19、74 161.038615 -64.0000000 -70.0918574 -189.420671 12 -16.0000000 -30.3312099 70.8879613 -16.0000000 -30.3312099 -80.7680885 13 0.00000000 14.1628641 -10.7778965 0.00000000 -35.8371358 -64.9635759 14 0.00000000 76.4883513 -166.742692 0.00000000 26.4883513 90.6990643 15 0.00000000 63.5044467 -99.01397

20、96 0.00000000 13.5044467 93.5082540 16 6.00000000 -28.4907852 40.9861007 6.00000000 21.5092147 23.5321743 17 4.00000000 49.6867949 -156.293651 4.00000000 99.6867949 217.140322 18 4.00000000 38.4542450 -149.743733 4.00000000 88.4542450 167.527491 19 64.0000000 35.8921939 -19.9675555 64.0000000 -64.10

21、78060 -90.5065855 20 64.0000000 101.062290 -187.607365 64.0000000 1.06229063 67.7040878 21 0.00000000 90.4969345 -121.716584 0.00000000 -9.50306547 80.7680885位移图位移计算单位：位移(默认),转角(默认)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 450795392. -632416704. 45687305.4 2223588

22、80. -632416704. 45687305.4 2 450794976. -403980256. 45687220.2 222358880. -403980256. 45687220.2 3 450794560. -175544896. 45687134.3 222358880. -175544896. 45687134.3 4 450795008. 52890596.0 45687224.7 222358880. 52890596.0 45687224.7 5 222358880. -632416704. 45687305.4 -6077699.00 -632416704. 45687

23、306.7 6 222358880. -403980256. 45687220.2 -6077699.00 -403980256. 45687249.6 7 222358880. -175544896. 45687134.3 -6077699.00 -175544896. 45687201.6 8 222358880. 52890596.0 45687224.7 -6077699.00 52890596.0 45687261.3 9 -6077699.00 -632416704. 45687306.7 -234514256. -632416704. 45687289.9 10 -6077699.00 -403980256. 45687249.6 -234514256. -403980256. 45687222.1 11 -6077699.00 -