冲内力组合.doc

表7-3 框架梁内力组合表Tab 7-3 The frame sets a roof beam in place the internal force makes forms up层数截面内力 1M-8.42-3.3120.8778.4812.02-40.5767.45-85.59-14.68-14.7462.28V22.766.838.7330.6324.9246.92-7.1560.5437.5636.87M-10.42-4.2818.1758.88-40.795.0-68.7146.1-18.35-18.5V23.97.395.4517.6744.8631.1247.678.6239.6639.03M-3.16-0.296.2720.333.74-10.3516.85-22.8-4.56-4.221.28V6.045.815.4517.677.721.44-10.428.6513.9615.38跨间32.7311.061.6811.155.3351.0945.2623.6155.2554.7629.340.670.62001.591.590.880.881.521.672M-10.02-3.91-3.9113.8461.010.49-29.7741.85-70.26-17.44-17.540.53V22.96.75.9926.428.3743.47-2.455.9537.6236.86M-11.54-4.6512.9356.99-31.43-3.42-68.0443.11-20.23-20.36V23.767.323.8817.1142.6232.8546.8710.6639.438.76M-2.89-0.954.4619.680.95-8.8816.16-29.62-4.85-4.822.73V6.045.813.8817.119.6819.46-9.7811.5113.9615.38跨间间32.7311.060.672.9454.0652.3737.331.5755.2554.7624.360.670.26001.131.130.720.721.161.17层数截面内力 3M-9.93-3.8810.8454.16-3.15-30.4642.12-63.49-17.29-17.3538.99V22.896.74.7923.9729.8741.950.2853.2537.636.85M-11.49-4.6310.5652.91-32.93-6.32-64.0139.16-20.14-20.27V23.777.323.1715.8941.7433.7545.5410.4239.4138.77M-2.9-0.953.6518.27-0.08-9.2814.78-20.85-4.87-4.8120.87V6.045.813.1715.8910.5718.56-8.4326.6813.9615.38跨间32.7311.060.311.4353.652.8235.8333.0455.2554.7624.050.670.26001.131.130.720.721.161.174M-9.93-3.888.0946.74-6.61-2734.89-56.25-17.29-17.3534.61V22.896.73.4119.1931.6140.215.5647.9737.636.85M-11.49-4.637.1539.16-28.63-10.61-50.6125.76-20.14-20.27V23.777.322.1511.7640.4639.6940.9714.9839.4138.77M-2.9-0.952.4713.52-1.56-7.7910.14-21.63-4.87-4.8121.03V6.045.812.1511.7611.8617.28-4.5526.0213.9615.38跨间间32.7311.060.64.5453.9752.4638.8630.0155.2554.7624.70.670.26001.131.130.720.721.161.17层数截面内力 5M-10.52-4.044.4931.11-12.06-23.3719.05-55.49-18.24-18.2831.79V22.973.631.9713.7429.6634.6210.140.4634.6432.65M-11.78-4.734.3330.25-25.55-14.64-42.2216.76-20.63-20.76V23.697.311.39.0839.283637.9317.8639.2938.66M-2.85-0.941.4910.44-2.73-6.487.19-7.19-4.79-4.7417.97V6.045.811.39.0812.9316.21-0.9119.1613.9615.38跨间32.7311.060.150.953.453.0235.3133.5655.2554.7623.940.670.26001.131.130.720.721.161.176M-6.95-2.551.9417.39-9.11-149.55-24.36-11.93-11.9142.6V23.46.750.817.2435.5637.6119.3135.3138.3437.53M-10.98-3.831.6815.03-20.12-15.89-26.263.05-18.65-18.54V25.687.470.54.5139.639.634.9930.3142.1441.27M-4.93-1.220.585.19-6.72-8.180.07-13.4-7.88-7.62 37.84V9.885.810.54.5118.5519.818.0618.0219.1519.99跨间间36.3711.060.21.4657.8357.3339.1336.2960.1659.1343.310.790.26001.281.280.720.721.331.31表7-4 横向框架A柱内力组合表Tab 7-4 The curved square of horizontal frame A post and axle strength association层数截面内力 6柱顶M13.884.692.118.8419.9225.21-3.7732.9723.4323.2232.97-3.7723.43N82.4619.810.817.24122.89124.9376.0790.19131.13126.6990.1976.07131.13柱底M-10.02-3.530.98.07-15.34-17.61-2.74-18.47-17.06-16.97-18.47-2.74-17.06N104.319.810.817.24149.1151.1495.73109.84160.62152.89109.8495.73160.625柱顶M8.23.043.9825.798.6618.69-17.4936.1514.1114.0936.15-17.4914.11N170.44427.492.7820.98235.66242.67154.99198.64257.58243.01198.64154.99257.58柱底M-8.73-3.192.6517.19-11.15-17.837.97-34.74-14.98-14.94-34.747.97-14.98N192.2827.492.7820.98261.87268.88175.96219.6287.07269.22219.6175.96287.074柱顶M8.733.196.1233.396.7822.21-24.8144.6414.9814.9444.64-24.8114.98N258.3435.156.1940.17346.5362.1223.1306.66383.91359.22306.66223.1383.91柱底M-8.73-3.194.1522.61-9.27-19.7213.6-33.43-14.98-14.94-33.4313.6-14.98N280.1835.156.1940.17363.57388.3244.07327.62413.39385.43327.62244.07413.393柱顶M8.733.197.6536.344.8624.13-27.8859.6314.9814.9459.63-27.8814.98N346.2442.8210.9864.14455.61483.28286.24419.65510.24475.44419.65286.24510.24柱底M-8.64-3.166.2629.74-6.46-22.2421.12-40.74-14.82-14.94-40.7421.12-14.82N368.0842.8210.9864.14481.82509.48307.2440.62539.73501.64440.62307.2539.732柱顶M8.943.168.7836.553.6525.77-27.9148.1115.2315.1548.11-27.9115.23N434.1550.4816.9790.54563.2605.97346.85535.18636.58591.65535.18346.85636.58柱底M-10.27-3.758.7836.55-5.99-28.1126.35-49.67-17.61-17.57-49.6726.35-17.61N455.9950.4816.9713.8490.54589.41632.18367.82556.14 55.97666.07617.86556.14 55.97367.82666.071柱顶M5.281.9113.8448.066.3426.18-43.9955.979.049.0155.97-43.999.04N521.9258.0825.7121.2667.1731.87402.9654.94762.67707.62654.94402.9762.67柱底M-2.64-0.9617.6261.1717.82-26.5860.62-66.61-4.52-4.51-66.6160.62-4.52N551.1758.0825.7121.2702.2766.96430.98683.02802.16742.72683.02430.98802.16表7-5 横向框架B柱内力组合表Tab 7-5The curved square of horizontal frame B post and axle strength association层数截面内力 6柱顶M-10.9-3.632.4622.02-20.75-14.55-32.9110.03-18.35-18.1610.03-32.91-18.35N81.2524.370.312.73127.82128.681.4386.75134.06131.61886.7581.43134.06柱底M7.92.681.3211.8614.5211.1919.88-3.2513.3513.23-3.2519.8813.35N103.0924.370.312.73154.03154.81101.09106.41163.54157.83106.41101.09163.545柱顶M-6.99-2.385.0232.47-17.71-5.06-41.6225.92-11.82-11.7225.92-41.62-11.82N194.6635.450.367.39277.81278.71196.2211.58298.24283.22211.58196.2298.24柱底M7.242.463.3518.5616.017.5727.43-11.1712.2312.13-11.1727.4312.23N21.6535.450.367.39304.01304.92217.17232.54327.73309.43232.54217.17327.734柱顶M-7.24-2.467.1338.82-20.77-2.8-48.532.24-12.23-12.1332.24-48.5-12.23N308.1543.530.914.82423.49425.76301.31332.13459.53430.72332.13301.31459.53柱底M7.242.465.8331.7619.134.4441.16-24.912.2312.13-24.941.1612.23N329.9943.530.914.82449.7451.97322.27353.1489.02456.93353.1322.27489.023柱顶M-7.24-2.469.6445.78-23.930.36-55.7439.48-12.23-12.1339.48-55.74-12.23N421.6451.620.7222.9570.1571.92405.74453.37620.83578.24453.37405.74620.83柱底M7.192.447.8937.4621.641.7647.03-30.8812.1512.04-30.8847.0312.15N443.4851.620.7222.9596.31598.12426.7474.33600.99604.44474.33426.7600.992柱顶M -7.37-2.511.0646.05-25.931.94-56.1739.62-12.45-12.3439.62-56.17-12.45N535.1259.71.3932.19715.61719.12508.89575.85782.11725.72575.85508.89782.11柱底M8.412.8611.0646.0527.63-0.2457.34-86.3414.2114.1-86.3457.3414.21N556.9659.71.3932.19741.82745.33529.86596.82811.6751.93596.82529.86811.61柱顶M-7.44-1.5115.5640.22-30.448.78-49.749.7-11.55-11.0449.7-49.7-11.55N648.7467.861.8945.15861.61866.37608.41702.32943.66873.49702.32608.41柱底M2.220.7619.0265.7627.59-20.3470.89-65.893.763.73-65.8970.893.76N677.9967.861.8945.15896.79901.48636.49730.4983.15908.59730.4636.49983.15表7-6 横向框架A柱剪力组合（KN）Tab 7-6 The curved square of horizontal frame A post and axle strength association层数内力 6V-8.53-2.941.079.61-12.59-15.290.42-24.49-14.46-14.35-24.490.42-14.465V-6.05-2.232.3715.35-7.08-13.069.65-24.27-10.4-10.38-24.279.65-10.44V-6.24-2.283.6720.01-5.74-14.9917.16-29