• 2022-06-16
    矩形截面木檀条的跨度 [tex=2.429x1.0]ZH3+CoUNOT2J9BJNyGOvPzkPMSqZGQm4DpMdn4S6VyA=[/tex],荷载及截面尺寸如图所示, 木材为杉木, 弯曲许用正应力 [tex=9.214x1.357]I+uW2RR7qVHXdRWpaggZ0kHMj/RFZhZ/dmPUQ8Dld2D6l+lKZEJAys3r44+gC5a6[/tex], 许可晓度 [tex=4.5x1.357]zWFFlD4kRdc0FoEFYlURjQ86A9lPCu/nHtY/K2EFWmM=[/tex] 。 试校核檀条的强度和刚度。[img=562x192]17a79ca47877ae9.png[/img]
  • [tex=10.5x1.357]ZK3mtNIHistLxsHjYGHtlpKUBlIwT1Tm9TWLvb/u9oeb62Gr8ANj/unTntQhlO/pOcCIjpzdSONP2OPXGWxcwA==[/tex][tex=10.571x1.357]5lp7KxsSGKnyHTfXfLSMdyVqZkoGPz1eRm3Mq1xjjOenmAxdmOUEUb+ugPHgJ8PoDr/oAXORXrlhcdkOCL0hlw==[/tex][tex=23.143x4.786]Psjg0OEq9bC30zqiIWKDfp2kgCtL67b1GuREnv53XaKRdsVDRQjcazJjS4ongy1m3qfSLFKh3dnzdp16/fpWVqjO8onsh3GEmyp9QQcE/ufSaX49JnXIeTVkOZe8HZgtzmXNKcX37S2MrRp7Kd/arG3MNwsg1y4T/+r5y/dfzxd1qapTHsTu1hZe+AyAG7rtRXzqroEz2EZJo8Neq9yGjHMZVFp/fVz93YMO1SXdIGRwezOzaGo9IND1eBiZDoc6l2lbukY9HBN2c0cH5dpHSVLAWd8OBJIGuQhPpHvm/iE/0iUd61ocauZE/aI7YrlsEsBf11nK8idb2UHYhDDN+g==[/tex][tex=13.0x4.786]9o3psmUGYaVHd5u/zrIqeUL20e4Ds+XiKUoJU24A3O8Rxq72Gvfo7cSu2Vks+CeZtEwkwRBEohKDVENGKmNxFv9kJTgCBhzS0/2mrH7Jn4WqfQvqR0KIEgoD1HqL/gCzj6LcnGZ1JBcbS66cj4S1T8Ew5IUZteK+sW1fvw0HnT2E5R4g9ZNFFBIYV+w9hk2yemGat3e/PxSv4cVDysbioKxex7FfOF5ug9ZrtybE7l8=[/tex][tex=30.143x2.714]3SEv+jBHioMI/K/w6mY+q0/EInStPapO5+RMr6PJ5F3X0hrOti6VEYmhQkgcI1xIiy/pRvbLuHs1TiZgRLLANrQHEs4pNazvIZ+6htD8gjQSNRvSlVtZrU4fo9wy5BXZ33+XvSHkrbsvfpg25g862YZO48WQTvvnpnX2CQGsmltVFosMHWREZ8CP30oatG2jQ5kb9A5D/COU7JYXWH18Ow==[/tex][tex=15.643x7.857]xs3XRzUi7oJ8ACc7UWh00CXUPA2s4NpvIM3ECZSq5H0IQbwXN7Cn81oF6NAQdYHj8l3xwTKUdsetOVy5w+a+vE2vCKlE+q3PQQYhSC/kEucoJ7Y8RZlYlpnmFV+tQcbh7WEip9VHYlCyWFoxuMXgjF0hVvY1KNEsWK9M4ei4aWKI+1eTIR4l6wN5UAyW/2bSKmxZyq6OmI6JXU2Z/W4GHDWzCQhMRv8/AvVZ89QHKNsbvaPWt++iFowxF5CYULGxEN91W+1o5zTJLX2rOs6QA9bH0Aw3DN9F5gev2ydd8rIyOE+W2PCLvJPaxUJuwBg+0oDDzWH0FVfkwt09uRMspudjSIDs2/u9JPelOOTOFjM=[/tex][img=278x334]17a79ccac113fbe.png[/img]

    举一反三

    内容

    • 0

      一矩形截面木梁,其截面尺寸及荷载如图 [tex=7.214x1.357]7dAFahr814csykNCGfi483JEi+hEV4MsE5hL485KQUlgdJosu6GV1YZMwfV1R3sZREzZV2p5NB2YC8fYCgFMVA==[/tex] 已知许用弯曲正应力 [tex=5.143x1.357]Dst0hpLrDhWU22RVzghzrlO1Ff6kkdAymE8EkVSxhNlifb7L++Q3M+KTT7F4h9Dk[/tex], 许用切应力 [tex=4.357x1.357]1YktwQExWRmYj8Ep/wlKaV1AnwAguB0keX6uvXCMaQY=[/tex], 试校核梁的正应力和切应力强度。[img=437x206]17a70d6107b3b39.png[/img]

    • 1

      假设“☆”是一种新的运算,若3☆2=3×4,6☆3=6×7×8,x☆4=840(x>0),那么x等于: A: 2 B: 3 C: 4 D: 5 E: 6 F: 7 G: 8 H: 9

    • 2

      一矩形截面木梁, 其截面尺寸及荷载如习题 图(a), [tex=5.214x1.357]fNVmOhoEUZqJlGoY2Oo2Ng==[/tex] 。已知许用弯曲 正应力 [tex=5.357x1.357]P7zL+dpiV8bC9uKslCIT84dbsJynnStHybjyBJEWQoA=[/tex] 许用切应力[tex=4.714x1.357]LuG9XMEU9z/snypFKBqZ/A==[/tex]试校核梁的正应力和切应力强度。[img=492x181]17e0ea8294f60fd.png[/img]

    • 3

      下面是图的拓扑排序的是?(多选)[img=340x240]1802faef6ebcc2a.png[/img] A: 2 8 0 7 1 3 5 6 4 9 10 11 12 B: 2 8 7 0 6 9 11 12 10 1 3 5 4 C: 8 2 7 3 0 6 1 5 4 9 10 11 12 D: 8 2 7 0 6 9 10 11 12 1 3 5 4

    • 4

      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