附录2框架柱轴力弯矩组合表.doc

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1、横向框架A柱弯矩和轴力组合层次截面位置内力工况内力组合一组合二组合三组合四组合五组合六组合七强柱弱梁调整MmaxNmin NmaxSGkSQkSwk(左）Swk(右）SEk(左）SEk(右）SQk（雪）左右左右左右左右左右左右NMM6柱顶M-72.4-20.44.88-4.8827.78-28-4.2-106.3 -118.63-39.92-94.09-113.5-121.7-80-93.7-65.5-79.2-28.7-82.9-115不调整-121.74-94.09-121.74N-214-46.11.2-1.26.82-6.8-9.3-313.9 -316.89-190.5-203.8-

2、333.6-335.7-256-259-213-216-158-171-322-335.65-203.8-335.65柱底M52.6514.51-0.80.76-7.547.542.9580.5 82.420241.36156.06484.65985.93662.1264.2451.5953.7133.2447.9583.49不调整85.9456.0685.94N-214-46.11.2-1.26.8-6.8-9.3-336.4 -339.39-22.5-226.3-356.1-358.2-278-282-235-239-180-193-344-358.15-226.3-358.155柱顶M-

3、36.3-10.29.68-9.6847.75-48-2.1-44.2 -68.61912.919-80.19-50.89-67.16-30.1-57.2-22.8-49.918.53-74.6-57.8轴压比小于0.15-99.4518.53-67.16N-458-92.73.86-3.8620.89-21-19-661.4 -671.17-400.1-440.9-705.8-712.3-544-555-452-463-330-371-679-494.38-330.1-712.27柱底M40.8511.38-4.54.54-25.825.82.3257.6 69.079212.66462.9

4、5462.48670.11442.6655.3834.4947.216.36256.6564.95109.2375.546.3670.11N-458-92.73.86-3.8620.89-21-19-683.9 -693.67-422.6-463.4-728.3-734.8-567-577-475-486-353-393-702-516.88-352.6-734.774柱顶M-44.6-12.412.4-12.457.31-57-2.5-53.5 -84.81614.572-97.18-61.96-82.83-36.2-71-27.3-6221.46-90.3-70.9-165.6-165.6

5、21.46-82.82N-701-6.838.16-8.1641.97-42-28-839.3 -859.9-602.4-684.2-946-959.7-830-852-689-712-495-577-851-674.75-495.2-1089.4柱底M43.912.19-7.77.68-39.839.82.4458.4 77.71621.783579.43364.7677.66241.9363.4333.1554.65-4.9872.6669.75135.05135.05-4.9977.66N-701-1398.16-8.1641.97-42-28-1006.2 -1026.7-624.9-

6、706.7-1076-1089-852-875-712-735-518-600-1036-734.34-517.7-1111.93柱顶M-42.2-11.715.3-15.365.56-66-2.4-46.1 -84.68624.857-103-55.58-81.3-29.2-72.1-20.8-63.631.37-96.5-67-137.19-137.1931.37-81.3N-944-18614-1468.69-69-37-1349.1 -1384.4-799.3-933.2-1445-1468-1113-1152-924-963-655-789-1393-1000.1-654.9-146

7、8.1柱底M41.1911.42-1111.34-54.354.32.4849.53 78.1056-14.7591.1257.27376.32433.5565.325.3157.07-21.184.7665.42121.37121.37-21.1176.32N-944-18614-1468.7-69-37-1371.6 -1406.9-821.8-955.7-1467-1491-1136-1175-947-986-677-811-1415-1022.6-677.4-1490.62柱顶M-45.6-12.717-1766.35-66-2.4-49.4 -92.1922.544-106.8-59

8、.82-88.34-31-78.5-21.9-69.429.57-99.8-72.6-178.5-178.529.57-88.34N-1187-23221.2-21.299.43-99-47-1690.5 -1743.9-992.3-1186-1812-1848-1395-1454-1157-1217-811-1005-1750-1269.8-810.8-1848柱底M51.4614.36-9.49.44-47.147.12.2368.0 91.741.39593.2475.61491.47348.5474.9738.2464.68-6.4985.3581.86157.15157.15-6.4

9、991.47N-1187-23221.2-21.299.43-99-47-1713 -1766.4-1015-1209-1835-1871-1417-1477-1180-1239-833-1027-1772-1292.3-833.3-1870.51柱顶M-31.2-8.627.1-27.193.25-93-1.1-14.1 -82.47262.321-119.5-27.77-73.350.53-75.46.772-69.267.09-115-49.5-195.65-195.6567.09-73.35N-1430-27930.3-30.3134.4-134-56-2028.7 -2105-118

10、1-1443-2178-2229-1673-1758-1387-1472-962-1224-2106-2057.5-962.2-2228.7柱底M14.274.15-5150.73-1841845.53-41.6 86.2728-163.7194.39-19.2865.945-53.988.15-56.885.29-166191.822.93251.9258.36-168.265.95N-1430-27930.3-30.3134.4-134-56-2072 -2148.2-1224-1486-2221-2272-1716-1801-1430-1515-1005-1267-2149-2100.7

11、-1005-2271.9注：组合一：1.2SGk+1.4*0.9(SQk+Swk)组合二：1.2(SGk+0.5SQk)+1.3SEk组合三：1.35*SGK+1.4*0.7*SQk+1.4*0.6*Swk组合四：1.2SGk+-1.4Swk组合五：1.0SGk+-1.4Swk组合六：1.0(SGk+0.5SQk)+1.3SEk组合七：1.2SGk+1.4SQk横向框架B柱弯矩和轴力组合层次截面位置内力工况内力组合一组合二组合三组合四组合五组合六组合七强柱弱梁调整MmaxNmin NmaxSGkSQkSwk(左）Swk(右）SEk(左）SEk(右）SQk（雪）左右左右左右左右左右左右NMM6柱

12、顶M40.9611.639.93-9.9357.5-57.52.3876.3251.2994-18.1575.0358.3563.0535.2554.8627.0687.7-24.565.434不调整87.6987.6958.35N-240.7-52.987.37-7.3741.3-41.3-11-346-365-181-261.6-371-383-278-299-230-251-144-225-362.988-144.2-144.2-383柱底M-52.54-14.64-12.812.8-7272.06-3-97.6-65.4-11921.627-96-74.5-81-45.1-70.5-3

13、4.6-11129.73-83.544不调整-110.8-110.8-74.5N-240.7-52.987.37-7.3741.3-41.3-11-369-387-204-284.1-393-406-301-322-253-273-167-247-385.488-166.7-144.2-4065柱顶M34.599.4619.72-19.7102-1021.9478.2728.58131-67.4472.5339.469.1213.962.26.982126-72.854.752141.22141.22126.1139.4N-507.2-104.527.23-27.2146-146-21-706

14、-775-323-608.3-764-810-571-647-469-545-246-531-754.906-245.8-245.8-810柱底M-32.54-8.89-22.522.48-114113.7-1.8-78.6-21.9-14180.733-71.5-33.8-70.5-7.58-64-1.07-13685.75-51.494-155.95-156-135.9-33.8N-507.2-104.527.23-27.2146-146-21-728-797-346-630.8-787-832-593-669-492-568-268-553-777.406-268.3-245.8-832

15、4柱顶M36.049.8929.53-29.5142-142292.9218.5172-105.283.1533.5484.591.90677.38-5.3166-11157.094175175175.4133.54N-773.2-156.358.84-58.8301-301-31-1051-1199-417-1003-1148-1246-846-1010-691-856-299-885-1146.71-473.1-473.1-1246柱底M-36.33-9.96-32.132.12-152151.7-2-96.6-15.7-181114.27-85.8-31.8-88.61.372-81.3

16、8.638-176119.9-57.54-185.8-185.8-185.1-31.8N-773.2-156.358.84-58.8301-301-31-1073-1221-439-1026-1170-1269-868-1033-713-878-321-907-1169.21-495.6-473.1-12693柱顶M34.669.4937.84-37.8171-1712.05101.25.871199-134.687.8824.3194.57-11.487.64-18.3193-14054.878212.2212.2202.1624.31N-1039-208.1101.5-102496-496

17、-42-1382-1637-470-1438-1522-1692-1105-1389-897-1181-311-1279-1538.588-470.4-545.4-1692柱底M-35.18-9.65-40.640.56-179179-2-105-3.27-207141.93-91-22.9-9914.57-9221.6-202147.4-55.726-211.54-211.5-210.5-22.9N-1039-208.1101.5-102496-496-42-1404-1660-493-1460-1544-1715-1128-1412-920-1204-334-1301-1561.088-4

18、92.9-545.4-17152柱顶M41.1611.3249.41-49.4204-2041.7125.91.399236-160.8108.225.16118.6-19.8110.3-28230-16765.24226.35230.14240.7725.16N-1305-259.9156-156726-726-52-1697-2090-489-1906-1885-2147-1347-1784-1086-1523-290-1706-1929.61-489.4-583-2147柱底M-37.83-10.35-50.950.85-205204.6-1.9-1235.634-234164.62-1

19、04-18.5-11725.79-10933.36-229170.4-59.886-243.95-244-238.2-18.5N-1305-259.9156-156726-726-52-1719-2112-512-1929-1908-2170-1370-1807-1109-1546-312-1729-1952.11-511.9-583-21701柱顶M12.873.463.02-63230-2300.4399.13-59.7236-212.873.64-32.2103.7-72.8101.1-75.4234-21520.204238.47238.47234.37-32.2N-1574-312.

20、1215.4-215956-956-62-2010-2553-512-2377-2250-2612-1587-2190-1272-1876-271-2136-2325.602-512.2-271.4-2612柱底M-23.07-6.48-51.751.7-187186.6-0.8-10129.29-203160.78-80.95.933-10044.7-95.549.31-199164.3-36.756-217.25-217.3-199.55.933N-1574-312.1215.4-215956-956-62-2054-2597-555-2420-2293-2655-1630-2234-13

21、16-1919-315-2230-2368.802-555.4-271.4-2655注：组合一：1.2SGk+1.4*0.9*(SQk+Swk)组合二：1.2(SGk+0.5SQk)+1.3SEk组合三：1.35*SGK+1.4*0.7SQk+1.4*0.6Swk组合四：1.2SGk+1.4*Swk组合五：1.0SGk+1.4*Swk组合六：1.0*(SGk+0.5SQk)+1.3SEk组合七：1.2SGk+1.4SQk横向框架C柱弯矩和轴力组合层次截面位置内力工况内力组合一组合二组合三组合四组合五组合六组合七强柱弱梁调整MmaxNmin NmaxSGkSQkSwk(左）Swk(右）SEk(左

22、）SEk(右）SQk（雪）左右左右左右左右左右左右NMM6柱顶M-25-8.810.1-10.158.6-58.-1.8-28.1-53.730.8-83.5-33.6-50.7-15.7-44.-10.7-3946.9-105.5-42.1不调整-105.5-83.5-33.7N-229-47.4-7.177.17-40.1840.18-9.48-343.23-325.17-266.4-188-361.2603-349.215-284.5-264-238.8-219-304.7-200.2-340.8-200.2-188-361柱底M38.2811.39-1312.97-72.9972.99

23、2.3543.945276.6296-31.59110.7451.945473.73527.77864.0920.12256.44-50.91138.86261.882不调整138.86110.751.95N-229-47.4-7.177.17-40.1840.18-9.48-365.73-347.67-288.9-210.5-383.7603-371.715-307-287-261.3-241-327.2-222.7-363.3-222.7-211-3845柱顶M-15.4-7.3420.07-20.07103.72-104-1.52-2.4042-52.98183.991-118.3-11

24、.0839-44.80159.654-46.512.728-43.5115.8-153.88-28.7282.8-153.9-118-11.1N-452-95.2-26.626.58-142.6142.6-18.8-696.31-629.33-589-311-726.3423-681.688-580.1-506-489.6-415-685.3-314.64-676.2-314.6-311-726柱底M12.896.88-22.822.78-115.2115.21.43-4.56652.8396-97.62127.025.008743.2791-16.4247.36-1944.78-133.41

25、66.0925.1127.12166.091275.01N-452-95.2-26.626.58-142.6142.6-18.8-718.81-651.83-611.5-333.5-748.8423-704.188-602.6-528-512.1-438-707.8-337.14-698.7-314.6-333-7494柱顶M-17.1-7.6630.02-30.02144.37-144-1.577.6536-67.997121.92-159.6-5.375-55.808621.508-62.524.928-59.1166.75-208.61-31.24-159.73-208.6-160166

26、.8N-678-143-57.557.46-293.5293.5-28.1-1065.7-920.92-960.4-388-1103.219-1006.69-893.7-733-758.1-597-1131-367.57-1013-367.6-388-1131柱底M17.487.73-32.632.57-153.8153.81.59-10.32271.754-130.7169.163.814658.5322-24.6266.57-28.1263.08-178.6221.27231.798182.38221.27169.2-179N-678-143-57.557.46-293.5293.5-28

27、.2-1088.2-943.42-982.9-410.5-1125.719-1029.19-916.2-755-780.6-620-1153-390.07-1036-390.1-411-11533柱顶M-16.2-7.3538.46-38.46173.66-174-1.6219.8066-77.113151.47-187.23.2874-61.325434.452-73.237.684-70205.92-245.59-29.68-201.8-245.6-187205.9N-903-191-99.299.15-484.5484.5-37.4-1448.4-1198.5-1371-425.9-14

28、88.755-1322.18-1222-944-1042-764-1628-368.22-1350-368.2-426-1628柱底M16.467.48-41.141.13-181.6181.61.58-22.64781.0006-158.8195.19-4.997864.1006-37.8377.33-41.1274.04-215.8256.21530.224216.03256.22195.2-216N-903-191-99.299.15-484.5484.5-37.4-1470.9-1221-1393-448.4-1511.255-1344.68-1245-967-1064-786-165

29、0-390.72-1373-390.7-448-16502柱顶M-19.7-8.8150.27-50.27207.14-207-1.2128.6596-98.021180.31-223.67.0655-77.388146.798-9450.728-90245.23-293.34-35.91-247.47-293.3-224245.2N-1128-238-152152.4-709.6709.6-46.7-1846.2-1462.1-1814-430.8-1884.617-1628.59-1567-1140-1342-915-2170-324.92-1688-324.9-431-1885柱底M17

30、.577.99-51.651.61-207.7207.71.43-33.87796.18-183.1221.96-11.802774.9021-51.1793.34-54.6889.82-248.5291.62732.27238.88291.63222-249N-1128-238-152152.4-709.6709.6-46.7-1868.7-1484.6-1837-453.3-1907.117-1651.09-1590-1163-1364-937-2192-347.42-1710-347.4-453-19071柱顶M-4.79-2.4563.28-63.28231.3-231-0.2470.

31、8978-88.568220.1-230.944.2877-62.022782.844-94.383.802-93.4294.68-306.71-9.178-248.48-306.7-23144.29N-1351-286-210210.32-933.7933.7-56-2246.3-1716.3-2255-434.1-2280.498-1927.16-1915-1327-1645-1056-2031-280.06-2021-280.1-434-2281柱底M12.255.21-52.252.22-188.5188.50.55-44.53387.0618-170.5197.2-22.221565

32、.5081-58.4187.81-60.8685.36-172.7259.96221.994256.36259.96197.2-22.2N-1351-286-210210.32-933.7933.7-56-2289.5-1759.5-2298-477.3-2323.698-1970.36-1959-1370-1688-1100-2074-323.26-2064-323.3-477-2324注：组合一：1.2SGk+1.4*0.9*(SQk+Swk)组合二：1.2(SGk+0.5SQk)+1.3SEk组合三：1.35SGK+1.4*0.7*SQk+1.4*0.6*Swk组合四：1.2SGk+1.

33、4*Swk组合五：1.0SGk+1.4*Swk组合六：1.0(SGk+0.5SQk)+1.3SEk组合七：1.2*SGK+1.4*SQK横向框架D柱弯矩和轴力组合层次截面位置内力工况内力组合一组合二组合三组合四组合五组合六组合七强柱弱梁调整MmaxNminNmaxSGkSQkSwk(左）Swk(右）SEk(左）SEk(右）SQk（雪）左右左右左右左右左右左右NMM6柱顶M35.0512.11.09-1.099.36-9.362.4758.62955.8846.127.8560.05258.22143.58640.5336.57610.5339.93621.68458.944不调整60.0610

34、.960.06N-208.5-44-1.41.4-7.97.92-8.75-307.0896-304-215-200-325.5-323.2-252.15-248-210.5-41.8-180.5-165.1-311.5-326-41.71-326柱底M-59.64-17-5.25.19-3029.55-3.42-99.1116-86-90-32.4-101.2-92.49-78.834-64.3-66.91-9.4-79.793-22.17-94.91不调整-106-20.7-94.9N-208.5-44-1.41.4-7.97.92-8.75-329.5776-326-238-222-34

35、8-345.7-274.64-271-232.9-64.3-202.99-187.5-333.9-241-64.21-3485柱顶M21.699.245.07-5.0728.5-28.51.944.058631.2851.44-4.0842.59634.07833.12618.9328.7882.14247.4908-8.02638.964轴压比小于0.1563.322.1438.96N-420.1-88-4.54.5-2424.4-17.7-620.61-609-441-394-657.1-649.5-510.36-498-426.4-81.7-371.83-324.2-627.3-496-81.7-627柱底M-16.63-8.2-1010.12-5050.03-1.68