電大混凝土結構設計計算題期末復習參考資料小抄-文庫吧資料
2025-06-11 10:05本頁面
【正文】 ordered goods, she said. Zhao was born in Shanxi province, but she has lived in Chengdu for more than 10 years. My life was like a running race moving from place to place. I also lived in Beijing and Shanghai before, she said. But Chengdu is a place that you never want to leave once settling down. It is now my second hometown, she said. If the environment is further improved, the city will attract more people to visit and live, with the 72hour visafree policy and pelling conditions in transportation, culture, climate and cuisine, he said. Foreigners also gave positive feedback on the policy. A spokesman from Dell Inc said the pany has a global hub of operation in Chengdu, so the threeday visa has an immediate and positive influence on the pany39。s level of internationalization. The policy will also bring direct economic revenue, Li said. Chengdu has many cultural legacies and is also a paradise for panda lovers with the world39。 （提示： Tg=,Ekn1jjjiiim a x21g2m a x FHGHGF,TT,?????????????????????? ） 14 15 16 Visafree policy brings Chengdu biz, tourism boost. Making national headlines several times, Chengdu39。已知各層重力荷載代表值分別為G1=13000kN,G2=11000kN， G3=12021kN；結構基本自振周期 T1=；設計地震分組為第二組， II 類場地；設防烈度為 9 度。試計算該體系的底部剪力。 （提示：yh0yvs aFA ?? ） 39．單質點結構體系如圖示。 （提示：K2K???） 38．某單層廠房柱牛腿頂部作用的豎向力設計值為 500kN，水平拉力設計值為 150kN，豎向力至下柱邊緣的水平距離為 500mm，牛腿與下柱交接處的垂直截面有效高度為 850mm，鋼筋設計強度為 300N/mm2。q已知 Wk=3kN， qlk=， q2k=／ m； A、 B 柱截面形狀和尺寸均相同，試用剪力分配法求 A 柱在圖示荷載作用下的柱底彎矩。試按公式 T1= TT u? 計 算其自振周期。 試用剪力分配法求 B 柱在圖示荷載作用下的柱底彎矩。m a x ????????????? TeqTg gKGTTT ??? ) 39．兩跨等高排架結構的計算簡圖如題 39 圖所示。當水平地震作用于該框架時，試用底部剪力法計算 A 柱 的 下端彎矩。層高 5m，重力荷載代表值為 6000kN。試驗算地基承載力是否滿足要求。基礎頂面作用的軸 向壓力 Nk=700kN，彎矩 Mk=200kN試用反彎點法求梁 AB 的 B 端彎矩。試用剪力分配法求 B 柱彎矩圖。已知 W=10kN， M=100kN各柱側移剛度均為 103kN／ m。試用底部剪力法計算該框架第 3 層中柱的地震剪力。 9 38．兩跨三層框架如題 38 圖所示。各層重力荷載代表值為 G1=G2=G3=1500kN，各層的層剛度 Kl=K2=K3=24000kN/m。試計算該牛腿所能承受的豎向力設計值。 (提示： ,uG uG2T Tii2iiT1 ??????) 四、計算題 (本大題共 5 小題，每小題 6 分，共 30 分 ) 36．柱子牛腿如題 36 圖所示。 (提示： K2K??? ) 8 40 圖所示框架結構，各層重力荷 載代表值 Gi=1440kN(i=1， 2，…， 6)，各層邊
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