wf壁式框架剛度計算表格

PAGEPAGE61表4－2－5WF－11層各桿件轉動折算線剛度和側移線折算線剛度桿件號abl（m）l0（m）h(m)h/l0ηvA（m2）I0（m4）EI0(N··m2)Z100.32443.32.23110.52550.2440.8550.157750.00361.17×1008Z200.30553.32.29440.77550.3440.7550.232250.01163.77×1008Z300.27333.32.41.20.50.5770.360.04321.4×1099Z400.27333.32.41.20.50.5770.360.04321.4×1099Z500.30553.32.29440.77550.3440.7550.232250.01163.77×1008L1002.46222.46222.40.9770.2660.720.345661.12×10010L2002.17552.17552.41.10.2550.720.345661.12×10010L3002.42.42.410.2550.720.345661.12×10010L4002.18882.18882.41.10.2550.720.345661.12×10010桿件號l/l0EI(N·mm2)i(N·m)βiCC’Ci(N·m)C’i(N·m)K(N·mm)Z11.4793.24×10089.76×10070.45771.50022.94411.47×10082.87×10082.17×1008Z21.4398.43×10082.556×11080.76331.17742.20053.00×10085.64×10084.32×1008Z31.3752.07×10096.27×10081.10660.89991.57735.64×10089.86×10087.75×1008Z41.3752.07×10096.27×10081.10660.89991.57735.64×10089.86×10087.75×1008Z51.4398.43×10082.556×11080.76331.17742.20053.00×10085.64×10084.32×1008L110.29×101101.18×10090.73660.57760.57766.8×10886.8×10886.8×1088L210.28×100101.29×10090.91110.52230.52236.75×10086.75×10086.75×1008L310.28×101101.17×10090.74880.57720.57726.69×10086.69×10086.69×1008L410.28×101101.28×10090.90.52260.52266.73×10086.73×10086.73×1008表4－2－6WF－12層各桿件轉動折算線剛度和側移線折算線剛度桿件號abl（m）l0（m）h(m)h/l0ηvA（m2）I0（m4）EI0(N··m2)Z10.24660.21114.3552.36220.52550.2220.8990.157750.00361.17×1008Z20.23110.19774.3552.48880.77550.3110.7990.232250.01163.77×1008Z30.20770.17224.3552.70111.20.4440.6440.360.04321.4×1099Z40.20770.17224.3552.70111.20.4440.6440.360.04321.4×1099Z50.23110.19774.3552.48880.77550.3110.7990.232250.01163.77×1008L1002.46222.46222.10.8550.3220.630.231557.53×1009L200.03442.17552.10112.110.2550.630.231557.53×1009L30.03110.03112.42.25112.10.9330.2880.630.231557.53×1009L40.034402.18882.11442.10.9990.2550.630.231557.53×1009桿件號l/l0EI(N·mm2)i(N·m)βiCC’Ci(N·m)C’i(N·m)K(N·mm)Z11.8426.54×10081.50×10080.82443.5443.3055.32×10084.96×10085.14×1008Z21.7481.60×10093.67×10081.22882.4792.3169.1×10888.5×10888.8×1088Z31.613.75×10098.63×10081.58221.6741.5611.44×10091.35×10091.4×1099Z41.613.75×10098.63×10081.58221.6741.5611.44×10091.35×10091.4×1099Z51.7481.60×10093.67×10081.22882.4792.3169.1×10888.5×10888.8×1088L112.41×10099.78×10080.69880.5890.5895.76×10085.76×10085.76×1008L21.0352.09×10099.59×10080.83110.5850.6265.61×10086×1085.81×1008L31.0662.55×10091.06×10090.88660.6430.6436.82×10086.82×10086.82×1008L41.0352.09×10099.54×10080.82110.630.5886.01×10085.61×10085.81×1008表4－2－7WF－13、4層各桿件轉動折算線剛度和側移線折算線剛度桿件號abl（m）l0（m）h(m)h/l0ηvA（m2）I0（m4）EI0(N··m2)Z10.21990.21994.22.360.52550.2220.8990.157750.00361.17×1008Z20.20440.20444.22.4860.77550.3110.7990.232250.01163.77×1008Z30.17990.17994.22.6961.20.4440.6440.360.04321.4×1099Z40.17990.17994.22.6961.20.4440.6440.360.04321.4×1099Z50.20440.20444.22.4860.77550.3110.7990.232250.01163.77×1008L1002.46222.46222.10.8550.3220.630.231557.53×1009L200.03442.17552.10112.110.2550.630.231557.53×1009L30.03110.03112.42.25112.10.9330.2880.630.231557.53×1009L40.034402.18882.11442.10.9990.2550.630.231557.53×1009桿件號l/l0EI(N·mm2)i(N·m)βiCC’Ci(N·m)C’i(N·m)K(N·mm)Z11.7795.89×10081.40×10080.7443.233.234.52×10084.52×10084.52×1008Z21.6891.44×10093.43×10081.112.2852.2857.84×10087.84×10087.84×1008Z31.5583.40×10098.09×10081.4371.5511.5511.25×10091.25×10091.25×1009Z41.5583.40×10098.09×10081.4371.5511.5511.25×10091.25×10091.25×1009Z51.6891.44×10093.43×10081.112.2852.2857.84×10087.84×10087.84×1008L112.41×10099.78×10080.69880.5890.5895.76×10085.76×10085.76×1008L21.0352.09×10099.59×10080.83110.5850.6265.61×10086×1085.81×1008L31.0662.55×10091.06×10090.88660.6430.6436.82×10086.82×10086.82×1008L41.0352.09×10099.54×10080.82110.630.5886.01×10085.61×10085.81×1008表4－2－8WF－15層各桿件轉動折算線剛度和側移線折算線剛度桿件號abl（m）l0（m）h(m)h/l0ηvA（m2）I0（m4）EI0(N··m2)Z10.22110.04114.1553.0630.52550.1770.9110.157750.00361.17×1008Z20.22550.123.82.4890.77550.3110.7990.232250.01163.77×1008Z30.19770.09223.82.7021.20.4440.6440.360.04321.4×1099Z40.19770.09223.82.7021.20.4440.6440.360.04321.4×1099Z50.22550.123.82.4890.77550.3110.7990.232250.01163.77×1008L10.04550.09772.46222.11220.60.2880.8110.180.005441.76×1008L20.02990.12662.17551.83881.30.7110.4110.390.054991.79×1009L30.11550.11552.41.84881.30.70.4110.390.054991.79×1009L40.12660.02992.18881.84991.30.70.4110.390.054991.79×1009桿件號l/l0EI(N·mm2)i(N·m)βiCC’Ci(N·m)C’i(N·m)K(N·mm)Z11.3552.66×10086.41×10070.22.4471.7011.57×10081.09×10081.33×1008Z21.5271.06×10092.8×10880.8182.1631.7526.06×10084.91×10085.48×1008Z31.4062.50×10096.58×10081.0541.4971.2129.85×10087.97×10088.91×1008Z41.4062.50×10096.58×10081.0541.4971.2129.85×10087.97×10088.91×1008Z51.5271.06×10092.8×10880.8182.1631.7526.06×10084.91×10085.48×1008L11.1662.25×10089.14×10070.311.1451.2711.05×10081.16×10081.1×1088L21.1831.21×10095.58×10081.020.7410.94.13×10085.02×10084.58×1008L31.2991.60×10096.68×10081.3330.9390.9396.27×10086.27×10086.27×1008L41.1831.21×10095.54×10081.0080.9060.7455.02×10084.13×10084.57×1008表4－2－9WF－16層各桿件轉動折算線剛度和側移線折算線剛度桿件號abl（m）l0（m）h(m)h/l0ηvA（m2）I0（m4）EI0(N··m2)Z10.050.053.43.060.52550.170.9110.157750.00361.17×1008Z20.13440.13443.42.4890.77550.310.7990.232250.01163.77×1008Z30.10330.10333.42.71.20.440.6440.360.04321.4×1099Z40.10330.10333.42.71.20.440.6440.360.04321.4×1099Z50.13440.13443.42.4890.77550.310.7990.232250.01163.77×1008L10.04550.09772.46222.11220.60.280.8110.180.005441.76×1008L20.02990.12662.17551.83881.30.710.4110.390.054991.79×1009L30.11550.11552.41.84881.30.70.4110.390.054991.79×1009L40.12660.02992.18881.84991.30.70.4110.390.054991.79×1009桿件號l/l0EI(N·mm2)i(N·m)βiCC’Ci(N·m)C’i(N·m)K(N·mm)Z11.1111.47×10084.32×10070.21.2361.2365.33×10075.33×10075.33×1007Z21.3667.62×10082.24×10080.8181.6071.6073.6×10883.6×10883.6×1088Z31.2591.8×10995.28×10081.0541.1361.1366×1086×1086×108Z41.2591.8×10995.28×10081.0541.1361.1366×1086×1086×108Z51.3667.62×10082.24×10080.8181.6071.6073.6×10883.6×10883.6×1088L11.1662.25×10089.14×10070.311.1451.2711.05×10081.16×10081.10×1008L21.1831.21×10095.58×10081.020.7410.94.13×10085.02×10084.58×1008L31.2991.60×10096.68×10081.3330.9390.9396.27×10086.27×10086.27×1008L41.1831.21×10095.54×10081.0080.9060.7455.02×10084.13×10084.58×1008表4－2－10WF－17層各桿件轉動折算線剛度和側移線折算線剛度桿件號abl（m）l0（m）h(m)h/l0ηvA（m2）I0（m4）EI0(N··m2)Z10.05550.18443.13.060.52550.220.8770.157750.00361.17×1008Z20.13220.14773.4552.4890.77550.310.7990.232250.01163.77×1008Z30.10110.11663.4552.71.20.440.6440.360.04321.4×1099Z40.10110.11663.4552.71.20.440.6440.360.04321.4×1099Z50.13220.14773.4552.4890.77550.310.7990.232250.01163.77×1008L100.01552.46222.11221.40.580.4880.420.068662.23×1009L20.01770.11552.17551.83881.40.740.3880.420.068662.23×1009L30.10440.10442.41.84881.40.740.3880.420.068662.23×1009L40.11440.01772.18881.84991.40.740.3880.420.068662.23×1009桿件號l/l0EI(N·mm2)i(N·m)βiCC’Ci(N·m)C’i(N·m)K(N·mm)Z11.3142.32×10087.49×10070.2931.5281.9811.14×10081.48×10081.31×1008Z21.3867.97×10082.31×10080.6141.6281.6783.76×10083.88×10083.82×1008Z31.2771.87×10095.43×10080.7891.1471.1826.22×10086.41×10086.32×1008Z41.2771.87×10095.43×10080.7891.1471.1826.22×10086.41×10086.32×1008Z51.3867.97×10082.31×10080.6141.6281.6783.76×10083.88×10083.82×1008L11.0151.12×10094.55×10080.5020.6860.7073.12×10083.22×10083.17×1008L21.1521.30×10095.96×10080.9590.7040.8574.19×10085.11×10084.65×1008L31.2631.71×10097.11×10081.2450.8970.8976.37×10086.37×10086.37×1008L41.1511.29×10095.9×10880.9420.8610.7095.08×10084.18×10084.63×1008表4－2－11WF－18、9、10、11層各桿件轉動折算線剛度和側移線折算線剛度桿件號abl（m）l0（m）h(m)h/l0ηvA（m2）I0（m4）EI0(N··m2)Z10.16330.16333.52.3590.52550.220.8770.157750.00361.17×1008Z20.14550.14553.52.4850.77550.310.7990.232250.01163.77×1008Z30.11440.11443.52.7021.20.440.6440.360.04321.4×1099Z40.11440.11443.52.7021.20.440.6440.360.04321.4×1099Z50.14550.14553.52.4850.77550.310.7990.232250.01163.77×1008L100.01552.46222.42551.40.580.4880.420.068662.23×1009L20.01770.11552.17551.88881.40.740.3880.420.068662.23×1009L30.10440.10442.41.90111.40.740.3880.420.068662.23×1009L40.11440.01772.18881.90111.40.740.3880.420.068662.23×1009桿件號l/l0EI(N·mm2)i(N·m)βiCC’Ci(N·m)C’i(N·m)K(N·mm)Z11.4843.34×10089.54×10070.4222.2962.2962.19×10082.19×10082.19×1008Z21.4088.35×10082.39×10080.6441.6991.6994.05×10084.05×10084.05×1008Z31.2951.95×10095.58×10080.8231.1921.1926.65×10086.65×10086.65×1008Z41.2951.95×10095.58×10080.8231.1921.1926.65×10086.65×10086.65×1008Z51.4088.35×10082.39×10080.6441.6991.6994.05×10084.05×10084.05×1008L11.0151.12×10094.55×10080.5020.6860.7073.12×10083.22×10083.17×1008L21.1521.30×10095.96×10080.9590.7040.8574.19×10085.11×10084.65×1008L31.2631.71×10097.11×10081.2450.8970.8976.37×10086.37×10086.37×1008L41.1511.29×10095.9×10880.9420.8610.7095.08×10084.18×10084.63×1008表4－2－12WF—1第1層壁柱抗側剛度計算壁柱號H（m）Kc(N·mm)K1(N·m))K2(N·m))K=(K1+KK2)/Kccα=K/(2++K)D=α×122Kc//h2(NN/m)ΣD(N/m))13.32.17×10086.8×10883.1340.611..46×11081.44×100923.34.32×10086.8×10886.75×10083.1370.6112..91×110833.37.75×10086.75×10086.69×10081.7340.4643.97×100843.37.75×10086.69×10086.73×10081.7320.4643.97×100853.34.32×10086.73×10081.5580.4382.08×1008抗推剛度CFF=3..3×1..44×1109=44.7522×1099N表4－2－13WF—1第2層壁柱抗側剛度計算壁柱號h（m）Kc(N·mm)K1(N·m)K2(N·m))K3(N·m)K4(N·m))K=(K1+KK2)/Kccα=K/(2++K)D=α×122Kc//h2(N/m)ΣD(N/m))14.355.14×10085.76×10086.8×10881.2220.3791.24×10081.07×100924.358.8×10885.76×10085.61×10086.8×10886.75×10081.4160.4152.31×100834.351.4×10996×1086.82×10086.75×10086.69×10080.9380.3192.83×100844.351.4×10996×1086.82×10086.69×10086.73×10080.9370.3192.83×100854.358.8×10885.61×10086.73×10080.7010.261.45×1008抗推剛度CFF=4..35×11.07××109=44.6555×1099N表4－2－14WF—1第3、4層壁柱抗側剛度計算壁柱號h（m）Kc(N·mm)K1(N·m)K2(N·m))K3(N·m)K4(N·m))K=(K1+KK2)/Kccα=K/(2++K)D=α×122Kc//h2(N/m)ΣD(N/m))14.25.14×10085.76×10085.76×10081.1210.3591.26×10081.10×100924.28.8×10885.76×10085.61×10085.76×10085.61×10081.2920.3922.35×100834.21.4×10996×1086.82×10086×1086.82×10080.9160.3142.99×100844.21.4×10996.82×10086×1086.82×10086×1080.9160.3142.99×100854.28.8×10885.61×10085.61×10080.6380.2421.45×1008抗推剛度CFF=4..2×1..1×1009=44.62××109N表4－2－15WF—1第5層壁柱抗側剛度計算壁柱號h（m）Kc(N·mm)K1(N·m)K2(N·m))K3(N·m)K4(N·m))K=(K1+KK2)/Kccα=K/(2++K)D=α×122Kc//h2(N/m)ΣD(N/m))14.151.33×10081.05×10085.76×10082.560.5615.2×10779.87×100823.85.48×10081.16×10084.13×10085.76×10085.61×10081.520.4321.97×100833.88.91×10085.02×10086.27×10086×1086.82×10081.3530.4042.99×100843.88.91×10086.27×10085.02×10086.82×10086×1081.3530.4042.99×100853.85.48×10084.13×10085.61×10080.8890.3081.4×1088抗推剛度CFF=3..8×9.877×108=3..751××109N表4－2－16WF—1第6層壁柱抗側剛度計算壁柱號h（m）Kc(N·mm)K1(N·m)K2(N·m))K3(N·m)K4(N·m))K=(K1+KK2)/Kccα=K/(2++K)D=α×122Kc//h2(N/m)ΣD(N/m))13.45.33×10071.05×10081.05×100