• 2022-07-23
    图示结构中 ,各杆的横截面面积均为[tex=0.786x1.0]Yn3GgEZev6SOu2r4v1WnCw==[/tex],材料在单轴拉伸情形的应力-应变关系为[tex=3.143x1.357]VlqbHYVtYV0jK3ny9CwjbxH4we5JU0AOR9Mk2rtVvL4rnHuM+U4IjwaoIP6BG4N2[/tex]。试求在集中力[tex=0.643x1.0]J+LW/0i6Fe+lWEmBUgT8zg==[/tex]作用下[tex=0.786x1.0]ri6gmnf1+J9dGqG5/1sV6A==[/tex]点的铅垂位移。[img=753x296]17d88a9272d57f2.png[/img]
  • [tex=16.857x1.286]9T71YlcN1mxFlh4ohLH7Xn+KW4DkwNh1ItRIVKqdVYBjujfCzVwpuZv5K+BcemRozmFTyJzMC5iFiicPr27eCQ==[/tex][br][/br][tex=17.286x2.643]EHvlu15gqBgDwEZQTuZ6VaPJWMIAVECe7aCZseOTPRJ+51rkbLQFO4jxOrAk1zVQGV1jc4ICADr3N+F9tpEvTzmPkvu083GIwwQkLtvcrHBZA8MJ7I8Zci08xMIB1QbV5e076bTKISQnCuTcGltd/ACjUIZ2IFlxS18Gqzp/o1Y=[/tex][br][/br]两杆纵向线应变是[tex=13.286x2.929]M77Im89n9ijU205Hut5rnmFYWGB4QaD5OkPHjwPaz2TFu9cQaaseFcrNhrAXY7VZDJiJXAG4sZtyWEyLyedbXgDnqvqSvXq92aFVybmfD4cF4LDneVjfH7rLARZaYBTEapBndLRwULX++Gbpf0N/pvDhYNnUsmB7FaWpL/ngb5SnBeD1VfBYsDIEJsDSh73/25P/YKrB5HZ3bczAI3bBWQ==[/tex]两杆的应变值密度分别为.[tex=14.571x5.643]QsQo+Z2FfFCP7Fz+EkfuMlNjvoatQZbICAiGTKYp10EL+270y7tOjS+4Y2tmw76voSLaDYzl2NXAzL4Oe2OkvAM4SolfXTeGGyAkFpBCbad33jRhkng0LXUW9nSpyBAZr8ccRupdjFcK92/iw+IFo2+gdvF2JVBhwuJTNr/aaw3tmjTiPJE6A/h0DkACcj9VhADB7ESyIV0oeZeHbT7pWkfF90C708dcFUkE8B9hw+55USAbqiezcFeyC16e8lrN80/E7PT47itMjRaaeCtd5pAU7k3JbOHzD62Kc0p2g1aMSN/wS5G09rGT5qgtIqQHXFVZl+QsaXvQYj/d4YUbtw7COswBC1AM6hKJmmoexG1c44O8srkjx7CSdNxzeP3+vWd6ZXX4/n7MFaw/DwV7Lw==[/tex]结构的应变值为[tex=21.143x11.643]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[/tex]

    举一反三

    内容

    • 0

      【计算题】5 ×8= 6×4= 7×7= 9×5= 2×3= 9 ×2= 8×9= 7×8= 5×5= 4×3= 5+8= 6 ×6= 3×7= 4×8= 9×3= 1 ×2= 9×9= 6×8= 8×0= 4×7=

    • 1

      等截面曲杆[tex=1.5x1.0]RlW7nqK9loRKpEZxlhR16g==[/tex]的轴线为四分之三的圆周。若杆[tex=1.571x1.0]JLMbVw4e37VvhkU494+8Ew==[/tex]可视为刚性杆,试求在[tex=0.643x1.0]J+LW/0i6Fe+lWEmBUgT8zg==[/tex]力作用下,截面[tex=0.786x1.0]ri6gmnf1+J9dGqG5/1sV6A==[/tex]的水平位移及铅垂位移。[img=318x312]17d80c50c7b6988.png[/img]

    • 2

      以下创建数组的方式错误的是() A: shortx[];x={1,2,3,4,5,6}; B: shortx[]=newshort[6];x[0]=9;x[1]=8;x[2]=7;x[3]=6;x[4]=5;x[5]=4; C: shortx[]=newshort[6];intlen=x.length;for(inti=0;i

    • 3

      采用基2时间抽取FFT算法流图计算8点序列的DFT,第一级的数据顺序为 A: x[0],x[2],x[4],x[6],x[1],x[3],x[5],x[7] B: x[0],x[1],x[2],x[3],x[4],x[5],x[6],x[7] C: x[0],x[4],x[2],x[6],x[1],x[5],x[3],x[7] D: x[0],x[2],x[1],x[3],x[4],x[6],x[5],x[7]

    • 4

      以下数组定义中,错误的是( )。 A: int<br/>x[2][3] ={1, 2, 3, 4, 5, 6} ; B: int<br/>x[][3] ={0} ; C: int<br/>x[][3] ={{1, 2, 3} , {4, 5, 6} } ; D: int<br/>x[2][3] ={{1, 2} , {3, 4} , {5, 6} } ;