WF壁式框架剛計(jì)算表格_第1頁
WF壁式框架剛計(jì)算表格_第2頁
WF壁式框架剛計(jì)算表格_第3頁
WF壁式框架剛計(jì)算表格_第4頁
WF壁式框架剛計(jì)算表格_第5頁
已閱讀5頁，還剩6頁未讀， 繼續(xù)免費(fèi)閱讀

下載本文檔

版權(quán)說明：本文檔由用戶提供并上傳，收益歸屬內(nèi)容提供方，若內(nèi)容存在侵權(quán)，請進(jìn)行舉報(bào)或認(rèn)領(lǐng)

文檔簡介

1、表425 WF1 1層各桿件轉(zhuǎn)動折算線剛度和側(cè)移線折算線剛度桿件號abl（m）l0（m）h (m)h / l0vA（m2）I 0（m4）EI0 (Nm2)Z1 0 0.324 3.3 2.231 0.525 0.24 0.85 0.15750.00361.17108Z2 0 0.305 3.3 2.294 0.775 0.34 0.75 0.23250.01163.77108Z3 0 0.273 3.3 2.4 1.2 0.5 0.57 0.360.04321.4109Z4 0 0.273 3.3 2.4 1.2 0.5 0.57 0.360.04321.4109Z5 0 0.305 3.3

2、2.294 0.775 0.34 0.75 0.23250.01163.77108L1 0 0 2.462 2.462 2.4 0.97 0.26 0.72 0.34561.121010L2 0 0 2.175 2.175 2.4 1.1 0.25 0.72 0.34561.121010L3 0 0 2.4 2.4 2.4 1 0.25 0.72 0.34561.121010L4 0 0 2.188 2.188 2.4 1.1 0.25 0.72 0.34561.121010桿件號l / l0EI (Nm2)i (Nm)iCCCi (Nm)Ci (Nm)K (Nm)Z11.4793.24108

3、9.76107 0.457 1.502 2.9411.471082.871082.17108Z21.4398.431082.556108 0.763 1.174 2.2053.001085.641084.32108Z31.3752.071096.27108 1.106 0.899 1.5735.641089.861087.75108Z41.3752.071096.27108 1.106 0.899 1.5735.641089.861087.75108Z51.4398.431082.556108 0.763 1.174 2.2053.001085.641084.32108L110.2910101

4、.18109 0.736 0.576 0.5766.81086.81086.8108L210.2810101.29109 0.911 0.523 0.5236.751086.751086.75108L310.2810101.17109 0.748 0.572 0.5726.691086.691086.69108L410.2810101.28109 0.9 0.526 0.5266.731086.731086.73108表426 WF1 2層各桿件轉(zhuǎn)動折算線剛度和側(cè)移線折算線剛度桿件號abl（m）l0（m）h (m)h / l0vA（m2）I 0（m4）EI0 (Nm2)Z1 0.246 0.2

5、11 4.35 2.362 0.525 0.22 0.89 0.15750.00361.17108Z2 0.231 0.197 4.35 2.488 0.775 0.31 0.79 0.23250.01163.77108Z3 0.207 0.172 4.35 2.701 1.2 0.44 0.64 0.360.04321.4109Z4 0.207 0.172 4.35 2.701 1.2 0.44 0.64 0.360.04321.4109Z5 0.231 0.197 4.35 2.488 0.775 0.31 0.79 0.23250.01163.77108L1 0 0 2.462 2.46

6、2 2.1 0.85 0.32 0.63 0.23157.53109L2 0 0.034 2.175 2.101 2.1 1 0.25 0.63 0.23157.53109L3 0.031 0.031 2.4 2.251 2.1 0.93 0.28 0.63 0.23157.53109L4 0.034 0 2.188 2.114 2.1 0.99 0.25 0.63 0.23157.53109桿件號l / l0EI (Nm2)i (Nm)iCCCi (Nm)Ci (Nm)K (Nm)Z11.8426.541081.50108 0.8243.5443.3055.321084.961085.141

7、08Z21.7481.601093.67108 1.2282.4792.3169.11088.51088.8108Z31.613.751098.63108 1.5821.6741.5611.441091.351091.4109Z41.613.751098.63108 1.5821.6741.5611.441091.351091.4109Z51.7481.601093.67108 1.2282.4792.3169.11088.51088.8108L112.411099.78108 0.6980.5890.5895.761085.761085.76108L21.0352.091099.59108

8、0.8310.5850.6265.6110861085.81108L31.0662.551091.06109 0.8860.6430.6436.821086.821086.82108L41.0352.091099.54108 0.8210.630.5886.011085.611085.81108表427 WF1 3、4層各桿件轉(zhuǎn)動折算線剛度和側(cè)移線折算線剛度桿件號abl（m）l0（m）h (m)h / l0vA（m2）I 0（m4）EI0 (Nm2)Z1 0.219 0.219 4.22.36 0.525 0.22 0.89 0.15750.00361.17108Z2 0.204 0.204

9、4.22.486 0.775 0.31 0.79 0.23250.01163.77108Z3 0.179 0.179 4.22.696 1.2 0.44 0.64 0.360.04321.4109Z4 0.179 0.179 4.22.696 1.2 0.44 0.64 0.360.04321.4109Z5 0.204 0.204 4.22.486 0.775 0.31 0.79 0.23250.01163.77108L1 0 0 2.462 2.462 2.1 0.85 0.32 0.63 0.23157.53109L2 0 0.034 2.175 2.101 2.1 1 0.25 0.63

10、 0.23157.53109L3 0.031 0.031 2.4 2.251 2.1 0.93 0.28 0.63 0.23157.53109L4 0.034 0 2.188 2.114 2.1 0.99 0.25 0.63 0.23157.53109桿件號l / l0EI (Nm2)i (Nm)iCCCi (Nm)Ci (Nm)K (Nm)Z11.7795.891081.401080.744 3.23 3.23 4.521084.521084.52108Z21.6891.441093.431081.112.2852.2857.841087.841087.84108Z31.5583.40109

11、8.091081.4371.5511.5511.251091.251091.25109Z41.5583.401098.091081.4371.5511.5511.251091.251091.25109Z51.6891.441093.43108 1.112.2852.2857.841087.841087.84108L112.411099.78108 0.6980.5890.5895.761085.761085.76108L21.0352.091099.59108 0.8310.5850.6265.6110861085.81108L31.0662.551091.06109 0.8860.6430.

12、6436.821086.821086.82108L41.0352.091099.54108 0.8210.630.5886.011085.611085.81108表428 WF1 5層各桿件轉(zhuǎn)動折算線剛度和側(cè)移線折算線剛度桿件號abl（m）l0（m）h (m)h / l0vA（m2）I 0（m4）EI0 (Nm2)Z1 0.221 0.041 4.153.063 0.525 0.17 0.91 0.15750.00361.17108Z2 0.225 0.12 3.82.489 0.775 0.31 0.79 0.23250.01163.77108Z3 0.197 0.092 3.82.702

13、1.2 0.44 0.64 0.360.04321.4109Z4 0.197 0.092 3.82.702 1.2 0.44 0.64 0.360.04321.4109Z5 0.225 0.12 3.82.489 0.775 0.31 0.79 0.23250.01163.77108L1 0.045 0.097 2.462 2.112 0.6 0.28 0.81 0.18 0.00541.76108L2 0.029 0.126 2.175 1.838 1.3 0.71 0.41 0.39 0.05491.79109L3 0.115 0.115 2.4 1.848 1.3 0.7 0.41 0.

14、39 0.05491.79109L4 0.126 0.029 2.188 1.849 1.3 0.7 0.41 0.39 0.05491.79109桿件號l / l0EI (Nm2)i (Nm)iCCCi (Nm)Ci (Nm)K (Nm)Z11.3552.661086.41107 0.22.4471.7011.571081.091081.33108Z21.5271.061092.81080.8182.1631.7526.061084.911085.48108Z31.4062.501096.581081.0541.4971.2129.851087.971088.91108Z41.4062.50

15、1096.581081.0541.4971.2129.851087.971088.91108Z51.5271.061092.81080.8182.1631.7526.061084.911085.48108L11.1662.251089.141070.311.1451.2711.051081.161081.1108L21.1831.211095.581081.020.741 0.94.131085.021084.58108L31.2991.601096.681081.3330.9390.9396.271086.271086.27108L41.1831.211095.541081.0080.906

16、0.7455.021084.131084.57108表429 WF1 6層各桿件轉(zhuǎn)動折算線剛度和側(cè)移線折算線剛度桿件號abl（m）l0（m）h (m)h / l0vA（m2）I 0（m4）EI0 (Nm2)Z1 0.05 0.05 3.43.06 0.5250.17 0.91 0.15750.00361.17108Z2 0.134 0.134 3.42.489 0.7750.31 0.79 0.23250.01163.77108Z3 0.103 0.103 3.42.7 1.20.44 0.64 0.360.04321.4109Z4 0.103 0.103 3.42.7 1.20.44 0.6

17、4 0.360.04321.4109Z5 0.134 0.134 3.42.489 0.7750.31 0.79 0.23250.01163.77108L1 0.045 0.097 2.462 2.112 0.60.28 0.81 0.18 0.00541.76108L2 0.029 0.126 2.175 1.838 1.30.71 0.41 0.39 0.05491.79109L3 0.115 0.115 2.4 1.848 1.30.7 0.41 0.39 0.05491.79109L4 0.126 0.029 2.188 1.849 1.30.7 0.41 0.39 0.05491.7

18、9109桿件號l / l0EI (Nm2)i (Nm)iCCCi (Nm)Ci (Nm)K (Nm)Z11.1111.471084.32107 0.21.2361.2365.331075.331075.33107Z21.3667.621082.241080.8181.6071.6073.61083.61083.6108Z31.2591.81095.281081.0541.1361.136610861086108Z41.2591.81095.281081.0541.1361.136610861086108Z51.3667.621082.241080.8181.6071.6073.61083.61

19、083.6108L11.1662.251089.141070.311.1451.2711.051081.161081.10108L21.1831.211095.581081.020.741 0.94.131085.021084.58108L31.2991.601096.681081.3330.9390.9396.271086.271086.27108L41.1831.211095.541081.0080.9060.7455.021084.131084.58108表4210 WF1 7層各桿件轉(zhuǎn)動折算線剛度和側(cè)移線折算線剛度桿件號abl（m）l0（m）h (m)h / l0vA（m2）I 0（m

20、4）EI0 (Nm2)Z1 0.055 0.184 3.13.06 0.5250.22 0.87 0.15750.00361.17108Z2 0.132 0.147 3.452.489 0.7750.31 0.79 0.23250.01163.77108Z3 0.101 0.116 3.452.7 1.20.44 0.64 0.360.04321.4109Z4 0.101 0.116 3.452.7 1.20.44 0.64 0.360.04321.4109Z5 0.132 0.147 3.452.489 0.7750.31 0.79 0.23250.01163.77108L1 0 0.015

21、 2.462 2.112 1.40.58 0.48 0.42 0.06862.23109L2 0.017 0.115 2.175 1.838 1.40.74 0.38 0.42 0.06862.23109L3 0.104 0.104 2.4 1.848 1.40.74 0.38 0.42 0.06862.23109L4 0.114 0.017 2.188 1.849 1.40.74 0.38 0.42 0.06862.23109桿件號l / l0EI (Nm2)i (Nm)iCCCi (Nm)Ci (Nm)K (Nm)Z11.3142.321087.49107 0.2931.5281.9811

22、.141081.481081.31108Z21.3867.971082.311080.6141.6281.6783.761083.881083.82108Z31.2771.871095.431080.7891.1471.1826.221086.411086.32108Z41.2771.871095.431080.7891.1471.1826.221086.411086.32108Z51.3867.971082.311080.6141.6281.6783.761083.881083.82108L11.0151.121094.551080.5020.6860.7073.121083.221083.

23、17108L21.1521.301095.961080.9590.7040.8574.191085.111084.65108L31.2631.711097.111081.2450.8970.8976.371086.371086.37108L41.1511.291095.91080.9420.8610.7095.081084.181084.63108表4211 WF1 8、9、10、11層各桿件轉(zhuǎn)動折算線剛度和側(cè)移線折算線剛度桿件號abl（m）l0（m）h (m)h / l0vA（m2）I 0（m4）EI0 (Nm2)Z1 0.163 0.163 3.52.359 0.5250.22 0.87

24、0.15750.00361.17108Z2 0.145 0.145 3.52.485 0.7750.31 0.79 0.23250.01163.77108Z3 0.114 0.114 3.52.702 1.20.44 0.64 0.360.04321.4109Z4 0.114 0.114 3.52.702 1.20.44 0.64 0.360.04321.4109Z5 0.145 0.145 3.52.485 0.7750.31 0.79 0.23250.01163.77108L1 0 0.015 2.462 2.425 1.40.58 0.48 0.42 0.06862.23109L2 0.

25、017 0.115 2.175 1.888 1.40.74 0.38 0.42 0.06862.23109L3 0.104 0.104 2.4 1.901 1.40.74 0.38 0.42 0.06862.23109L4 0.114 0.017 2.188 1.901 1.40.74 0.38 0.42 0.06862.23109桿件號l / l0EI (Nm2)i (Nm)iCCCi (Nm)Ci (Nm)K (Nm)Z11.4843.341089.541070.4222.2962.2962.191082.191082.19108Z21.4088.351082.391080.6441.69

26、91.6994.051084.051084.05108Z31.2951.951095.581080.8231.1921.1926.651086.651086.65108Z41.2951.951095.581080.8231.1921.1926.651086.651086.65108Z51.4088.351082.391080.6441.6991.6994.051084.051084.05108L11.0151.121094.551080.5020.6860.7073.121083.221083.17108L21.1521.301095.961080.9590.7040.8574.191085.

27、111084.65108L31.2631.711097.111081.2450.8970.8976.371086.371086.37108L41.1511.291095.91080.9420.8610.7095.081084.181084.63108表4212 WF1 第1層壁柱抗側(cè)剛度計(jì)算壁柱號H（m）Kc (Nm)K1 (Nm)K2 (Nm) K=(K1+K2)/Kc = K/(2+K) D =12Kc / h2 (N/m)D (N/m)13.32.171086.81083.1340.61 1.461081.4410923.34.321086.81086.751083.1370.611 2

28、.9110833.37.751086.751086.691081.7340.4643.9710843.37.751086.691086.731081.7320.4643.9710853.34.321086.731081.5580.4382.08108抗推剛度 CF= 3.31.44109 = 4.752109 N表4213 WF1 第2層壁柱抗側(cè)剛度計(jì)算壁柱號h（m）Kc (Nm)K1 (Nm)K2 (Nm) K3(Nm)K4 (Nm) K=(K1+K2)/Kc = K/(2+K) D =12Kc / h2 (N/m)D (N/m)1 4.355.141085.761086.81081.222

29、0.3791.241081.071092 4.358.81085.761085.611086.81086.751081.4160.4152.311083 4.351.410961086.821086.751086.691080.9380.3192.831084 4.351.410961086.821086.691086.731080.9370.3192.831085 4.358.81085.611086.731080.7010.261.45108抗推剛度 CF= 4.351.07109 = 4.655109 N表4214 WF1 第3、4層壁柱抗側(cè)剛度計(jì)算壁柱號h（m）Kc (Nm)K1 (N

30、m)K2 (Nm) K3(Nm)K4 (Nm) K=(K1+K2)/Kc = K/(2+K) D =12Kc / h2 (N/m)D (N/m)1 4.25.141085.761085.761081.1210.3591.261081.101092 4.28.81085.761085.611085.761085.611081.2920.3922.351083 4.21.410961086.8210861086.821080.9160.3142.991084 4.21.41096.8210861086.8210861080.9160.3142.991085 4.28.81085.611085.61

31、1080.6380.242 1.45108抗推剛度 CF= 4.21.1109 = 4.62109 N表4215 WF1 第5層壁柱抗側(cè)剛度計(jì)算壁柱號h（m）Kc (Nm)K1 (Nm)K2 (Nm) K3(Nm)K4 (Nm) K=(K1+K2)/Kc = K/(2+K) D =12Kc / h2 (N/m)D (N/m)1 4.151.331081.051085.761082.560.5615.21079.871082 3.85.481081.161084.131085.761085.611081.520.4321.971083 3.88.911085.021086.2710861086.

32、821081.3530.4042.991084 3.88.911086.271085.021086.8210861081.3530.4042.991085 3.85.481084.131085.611080.8890.3081.4108抗推剛度 CF= 3.89.87108 = 3.751109 N表4216 WF1 第6層壁柱抗側(cè)剛度計(jì)算壁柱號h（m）Kc (Nm)K1 (Nm)K2 (Nm) K3(Nm)K4 (Nm) K=(K1+K2)/Kc = K/(2+K) D =12Kc / h2 (N/m)D (N/m)1 3.45.331071.051081.051081.970.496 2.751079.26108

溫馨提示

  • 1. 本站所有資源如無特殊說明，都需要本地電腦安裝OFFICE2007和PDF閱讀器。圖紙軟件為CAD,CAXA,PROE,UG,SolidWorks等.壓縮文件請下載最新的WinRAR軟件解壓。
  • 2. 本站的文檔不包含任何第三方提供的附件圖紙等，如果需要附件，請聯(lián)系上傳者。文件的所有權(quán)益歸上傳用戶所有。
  • 3. 本站RAR壓縮包中若帶圖紙，網(wǎng)頁內(nèi)容里面會有圖紙預(yù)覽，若沒有圖紙預(yù)覽就沒有圖紙。
  • 4. 未經(jīng)權(quán)益所有人同意不得將文件中的內(nèi)容挪作商業(yè)或盈利用途。
  • 5. 人人文庫網(wǎng)僅提供信息存儲空間，僅對用戶上傳內(nèi)容的表現(xiàn)方式做保護(hù)處理，對用戶上傳分享的文檔內(nèi)容本身不做任何修改或編輯，并不能對任何下載內(nèi)容負(fù)責(zé)。
  • 6. 下載文件中如有侵權(quán)或不適當(dāng)內(nèi)容，請與我們聯(lián)系，我們立即糾正。
  • 7. 本站不保證下載資源的準(zhǔn)確性、安全性和完整性, 同時也不承擔(dān)用戶因使用這些下載資源對自己和他人造成任何形式的傷害或損失。

評論

0/150

提交評論