等截面等跨连续梁在常用荷载作用下地内力系数表

1、实用标准文案附录一等截面等跨连续梁在常用荷载作用下的内力系数表1在均布及三角形荷载作用下：M= 表中系数 ×ql2 (或 ×gl2);V= 表中系数 ×ql(或×gl);2.在集中荷载作用下：M= 表中系数 ×Ql ( 或 ×Gl);V= 表中系数 ×Q (或×Gl);3.内力正负号规定：M 使截面上部受压、下部受拉为正；V 对临近截面所产生的力距沿顺时针方向者为正。两 跨 梁附表 1-1跨内最大弯距支座弯距荷载图M 1M2MBVA0.0700.0703-0.1250.3750.096-0.0630.4370.04

2、80.048-0.0780.1720.064-0.0390.2110.1560.156-0.1880.3120.203-0.0940.4060.2220.222-0.3330.6670.278-0.1670.833剪VBlVBr-0.6250.625-0.5630.063-0.3280.328-0.2890.039-0.6880.688-0.5940.094-1.3331.333-1.1670.167力Vc-0.3750.063-0.1720.039-0.3120.094-0.6670.167精彩文档实用标准文案三跨梁附表 1-2跨内最大弯距支座弯距荷载图M2MBMcVAM 10.0800.0

3、25-0.100-0.1000.4000.101-0.050-0.0500.4500.075 -0.050 -0.050 0.0500.0730.054 -0.117 -0.033 0.3830.094-0.067 0.017 0.4330.0540.021 -0.063 -0.063 0.1830.068-0.031-0.0310.2190.052 -0.031 -0.031 0.0310.0500.038 -0.073 -0.021 0.1770.063-0.042 0.010 0.2080.1750.100 -0.150 -0.150 0.3500.213-0.075-0.0750.42

4、50.175 -0.075 -0.075 -0.0750.1620.137 -0.175 -0.050 0.3250.200-0.100 0.025 0.4000.2440.067 -0.267 0.267 0.7330.2890.133-0.1330.8660.200-0.1330.133-0.133剪力VBlVclVBrVcr-0.600-0.5000.5000.600-0.550000.550-0.050-0.5000.5000.050-0.6170.0830.583-0.017-0.5670.0830.083-0.017-0.313-0.2500.2500.313-0.281000.2

5、81-0.031-0.2500.2500.051-0.323-0.1980.3020.021-0.2920.0520.052-0.010-0.650-0.5000.5000.650-0.575000.575-0.075-0.5000.5000.075-0.675-0.3750.6250.050-0.6000.1250.125-0.025-1.267-1.0001.0001.267-1.134001.134-0.133-1.0001.0000.133VD-0.400-0.4500.050-0.017-0.017-0.188-0.2190.0310.021-0.010-0.350-0.4250.0

6、750.050-0.025-0.733-0.8660.133精彩文档实用标准文案0.2290.170-0.311-0.0890.689-1.311-0.7780.0891.2220.0890.2740.1780.0440.822-1.1780.222-0.0440.222-0.044精彩文档实用标准文案四跨梁附表1-3荷载图跨内最大弯距支座弯距M1M2M3M4MBMCMDVA0.0770.0360.0360.077-0.107-0.071-0.1070.3930.1000.081-0.054-0.036-0.0540.4460.0720.0610.098-0.121-0.018-0.0580.

7、3800.056 0.056 -0.036 -0.107 -0.036 -0.0360.094-0.0670.018-0.0040.4330.071-0.049-0.0540.013-0.0490.0620.0280.0280.052-0.067-0.045-0.0670.1830.0670.055-0.084-0.022-0.0340.2170.0490.0420.066-0.075-0.011-0.0360.1750.0400.040-0.022-0.067-0.022-0.022剪力VBlVclVDlVBrVcrVDr-0.607-0.464-0.5360.5360.4640.607-0

8、.5540.018-0.5180.0180.4820.054-0.620-0.397-0.0400.603-0.040-0.558-0.036-0.571-0.4290.4290.5710.036-0.5670.0850.0220.085-0.0220.004-0.049-0.5040.0670.4960.0670.013-0.317-0.228-0.2720.2720.2280.317-0.2340.011-0.2610.0110.2390.034-0.325-0.186-0.0250.314-0.0250.286-0.022-0.295-0.2050.2050.2950.022VE-0.3

9、930.054-0.4420.0360.004-0.013-0.1830.034-0.2140.022精彩文档实用标准文案0.088-0.0420.011-0.0030.2080.051-0.031-0.0340.008-0.0310.1690.1160.1160.169-0.161-0.107-0.1610.3390.2100.183-0.080-0.054-0.0800.4200.1590.1460.206-0.181-0.027-0.0870.3190.142 0.142 -0.054 -0.161 -0.054 0.0540.200 -0.100 -0.027 -0.007 0.400

10、0.173 -0.074 -0.080 0.020 -0.0740.2380.1110.1110.238-0.286-0.191-0.2860.7140.2860.222-0.143-0.095-0.1430.8570.2260.1940.282-0.321-0.048-0.1550.6790.1750.175-0.095-0.286-0.095-0.095-0.2920.063-0.0140.053-0.0140.003-0.031-0.2530.0420.2470.042-0.008-0.661-0.446-0.5540.5540.4460.661-0.5800.027-0.5270.02

11、70.4730.080-0.681-0.346-0.0600.654-0.0600.587-0.054-0.607-0.3930.3930.6070.054-0.6000.127-0.0330.127-0.0330.007-0.074-0.5070.1000.4930.100-0.0201.286-0.905-1.0951.0950.9051.286-1.1430.048-1.0480.0480.9520.143-1.321-0.726-0.1071.274-0.1071.1550.095-1.190-0.8100.09550.8101.19050.003-0.008-0.3300.080-0

12、.4130.0540.007-0.020-0.7140.143-0.8450.095精彩文档实用标准文案0.274-0.1780.048-0.0120.822-1.1780.226-0.0600.0120.226-0.0600.0120.198-0.131-0.1430.036-0.131-0.131-1.0120.178-0.0360.9880.178-0.036五跨梁附表1-4荷载图跨内最大弯距支座弯距剪力内力M 10.0780.1000.073(1)0.098M20.0330.079( 2) 0.0590.0780.055M3MBMC0.046-0.105-0.0790.085-0.05

13、3-0.040 -0.053 -0.040-0.119 -0.0220.064 -0.035 -0.111MDMEVAVBlVclVDlVElVFVBrVcrVDrVEr-0.60-0.47-0.50-0.52-0.07-0.100.396406-0.399540.520.500.470.6046046-0.550.01-0.50-0.01-0.04-0.050.443303-0.440370.010.50-0.010.5373033-0.04-0.05-0.05-0.05-0.480-0.510.05370.4830330.510.0530733-0.62-0.40-0.02-0.50-0.

14、04-0.050.3802370.054100.59-0.020.490.05283320.030.57-0.40-0.03-0.02-0.050.035697-0.440750.420.59-0.030.5534177精彩文档实用标准文案0.0940.0740.0720.0530.0260.0340.0670.0590.0550.049( 2) 0.0410.053(1)0.0390.0440.066-0.0670.018-0.049-0.0540.0130.053-0.066-0.049-0.033-0.025-0.033-0.025-0.075-0.014-0.022-0.0700.56

15、0.080.020.00-0.000.000.4376360.005130.080.020.00-0.0015361-0.04-0.500.06-0.010.01-0.000.0195880.004490.490.06-0.010.00468840.01-0.06-0.500.060.050.010.0136060.01333-0.060.500.06-0.0136063-0.31-0.23-0.25-0.260.04-0.060.1864060.189640.260.250.230.31460460.280.00-0.25-0.00-0.020.030.2138080.215370.000.

16、25-0.000.2878063-0.02-0.030.03-0.03-0.240-0.250.03320.2485330.250.03302830.32-0.18-0.01-0.25-0.02-0.030.1759450.038250.31-0.010.240.0321462-0.02-0.29-0.19-0.02-0.01-0.03-0.022883-0.213620.200.30-0.020.2842786精彩文档实用标准文案0.063-0.0420.0110.051-0.031-0.0340.0500.008-0.0330.1710.1120.132-0.158-0.1180.2110

17、.191-0.079-0.0590.181-0.079-0.059(2)0.1440.160-0.179-0.0320.178( 1)0.151 -0.052 -0.1670.1400.207-0.290.05-0.010.00-0.000.000.202344-0.003180.05-0.010.00-0.0013441-0.03-0.250.04-0.010.00-0.00-0.0313910.009210.240.04-0.010.00273120.00-0.04-0.250.04-0.030.000.008101-0.00388-0.040.250.04-0.0081018-0.65-

18、0.46-0.50-0.54-0.11-0.150.348000-0.348820.540.500.460.6520008-0.570.20-0.50-0.02-0.05-0.070.429000-0.429910.020.50-0.020.5710009-0.05-0.07-0.07-0.07-0.480-0.520.07900.4809990.520.0790009-0.67-0.35-0.03-0.51-0.06-0.070.32934100776710.64-0.030.480.077497-0.05-0.61-0.36-0.05-0.03-0.08-0.052536-0.411620

19、.380.63-0.050.5845766精彩文档实用标准文案0.200-0.1000.0270.173-0.073-0.0810.1710.020-0.0790.2400.1000.122-0.281-0.2110.2870.228-0.140-0.1050.216-0.140-0.105( 2) 0.1890.227-0.319-0.0570.209(1)0.1720.198 -0.093 -0.2970.282-0.600.12-0.030.00-0.000.000.400749-0.007200.12-0.030.00-0.0027192-0.07-0.500.10-0.020.02-0.00-0.0737270.002530.490.10-0.020.00532750.02-0.09-0.500.09-0.0