等截面等跨连续梁在常用荷载作用下地内力系数表

1、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=g中系数X ql2 （或X gl2 ）；V#中系数x ql （或X gl）;2. 在集中荷载作用下：M=g中系数X Ql （或X Gl）;V#中系数X Q （或X 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荷载图跨内最大弯距支座弯 距剪力M1MMBVAVbiVBr0.0700.0703-0.1250.375-0.6250.625-0.375H M H H t It T厂 §H|_L|_LJr*F10.096-0.0630

2、.437-0.5630.0630.063*中 w UDJD巴D-0.0480.048-0.0780.172-0.3280.328-0.172QWA0.064-0.0390.211-0.2890.0390.039AG<1 J10.1560.156-0.1880.312-0.6880.688-0.312&AA厂I0.203-0.0940.406-0.5940.0940.094AAiQ QQLQ0.2220.222-0.3330.667-1.3331.333-0.667dAa4 Q1 0.278-0.1670.833-1.1670.1670.167三跨梁荷载图A tL E it-5 h

3、, A跨内最大弯距0.0800.1010.073M20.0250.0750.0540.0940.0540.0210.0680.0520.0500.0380.0630.1750.1000.213附表1-2支座弯距MB-0.100-0.050-0.050-0.117-0.067-0.063-0.031-0.031-0.073-0.042-0.150-0.075Me-0.100-0.050-0.050-0.0330.017-0.063-0.031-0.031-0.0210.010-0.150-0.075VA0.4000.4500.0500.3830.4330.1830.2190.0310.1770.

4、2080.3500.425剪力VBIVBr-0.6000.500-0.5500-0.0500.500-0.6170.583-0.5670.083-0.3130.250-0.2810-0.0310.250-0.3230.302-0.2920.052-0.6500.500-0.57500.175-0.075-0.075-0.075-0.0750.5000.1620.137-0.175-0.0500.325-0.6750.625VelVer-0.5000.60000.550-0.5000.0500.083 -0.0170.083 -0.017 -0.2500.31300.281-0.2500.051

5、-0.1980.0210.052 -0.010-0.5000.65000.575-0.5000.075-0.3750.050VD-0.400-0.4500.050-0.017-0.017-0.188-0.2190.0310.021-0.010-0.350-0.4250.0750.050410.200-0.100.0250.400-0.6000.125 -0 02-0.0200.12555G G 4 GG G11 II IJ0.2440.067-0.260.2670.733-1.267-1.000-0.73AAA71.0001.2673Q Q4 Q屮A0.2890.133-0.1330.866-

6、1.134001.134-0.866D Q,JL A0.200-0.130.133-0.13-0.133-1.0000.133AAA心331.0000.133Q aQ Q1 11 1巴6也0.2290.170-0.311-0.0890.689-1.3111.222-0.7780.0890.0894 4/J A0.2740.1780.0440.822-1.1780.222-0.044-0.043巴也0.2224四跨梁附表1-3荷载图跨内最大弯距支座弯距剪力M 1M2M3M4MBMCMDVAVBIVBrVclVerVDlVDrVE0.0770.0360.0360.077-0.107-0.071-0

7、.1070.393-0.6070.536-0.4640.464-0.5360.607-0.393* S«卜1十1十L十LPfTTBHT）三 m>出斗心.A0.1000.081-0.054-0.036-0.0540.446-0.5540.0180.0180.482-0.5180.0540.054fTFTfrrn 口Hi H0.0720.0610.098-0.121-0.018-0.0580.380-0.6200.603-0.397-0.040-0.040-0.558-0.442A A Af A A0.0560.056-0.036-0.107-0.036-0.036-0.0360.

8、429-0.5710.571-0.4290.0360.036氐AAA&H *卄巧0.094-0.0670.018-0.0040.433-0.5670.0850.085-0.0220.0220.0040.004A A A A AA A0.071-0.049-0.0540.013-0.049-0.0490.496-0.5040.0670.0670.013-0.0130.0620.0280.0280.052-0.067-0.045-0.0670.183-0.3170.272-0.2280.228-0.2720.317-0.183A, A. a-0.0670.055-0.084-0.022-0

9、.0340.217-0.2340.0110.0110.239-0.2610.0340.0340.0490.0420.066-0.075-0.011-0.0360.175-0.3250.314-0.186-0.025-0.0250.286-0.214A0.0400.040-0.022-0.067-0.022-0.022-0.0220.205-0.2950.295-0.2050.0220.022*1 A A A0.088-0.0420.011-0.0030.208-0.2920.0530.063-0.014-0.0140.0030.003k0.051-0.031-0.0340.008-0.031-

10、0.0310.247-0.2530.0420.042-0.008-0.008A £ L厶AQCGGIlli0.1690.1160.1160.169-0.161-0.107-0.1610.339-0.6610.554-0.4460.446-0.5540.661-0.330AAAAA0Qi10.2100.183-0.080-0.054-0.0800.420-0.5800.0270.0270.473-0.5270.0800.080a a n & aQ (LJ)Qi 10.1590.1460.206-0.181-0.027-0.0870.319-0.6810.654-0.346-0.

11、060-0.0600.587-0.413AAA<JI q；J0.1420.142-0.054-0.161-0.0540.054-0.0540.393-0.6070.607-0.3930.0540.054AAdA4A&AAA0.200-0.100-0.027-0.0070.400-0.6000.1270.127-0.033-0.0330.0070.007Q1 .-2i0.173-0.074-0.0800.020-0.074-0.0740.493-0.5070.1000.100-0.020-0.020A A AG G G G 屮IIC G C G H H-0.28-0.19-0.28

12、1.286-0.905-1.09-0.710.2380.1110.1110.2380.7145A A AA A6161.0950.9051.28644 ft-1.0411It0.2860.222-0.14-0.09-0.140.857-1.1430.0480.1438色心AA3530.0480.9520.1434 04 Q4 Q-0.10H IIJJ_A0.2260.1940.282-0.32-0.04-0.150.679-1.321-0.7267-0.84a a bA1851.274-0.1071.1555Q 4Q 4-0.81u-0.09-0.28-0.09-0.090.095-1.190

13、0A A0.1750.1750.09556550.8101.1900.09555Q Q0.274-0.170.048-0.010.822-1.1780.226-0.0600.012£k820.226-0.0600.012Q Q II0.198-0.13-0.140.036-0.13-0.131-1.0120.178-0.03-0.03AAArtAUUUuu1310.9880.17866五 跨 梁附表1-4荷载图跨内最大弯距支座弯距剪力内力M 1M2M3MBMCMDMEVAVBIVBrVclVerVDlVDrVElVErVF$0.0780.0330.046-0.105-0.079-0.

14、079-0.1050.394-0.6060.526-0.4740.500-0.5000.474-0.5260.606-0.394q p TTFte :5Uq iiijjhi 川山” iiiiuijMl M2 M! M4" M;0.1000.085-0.053-0.040-0.040-0.0530.447-0.5530.0130.0130.500-0.500-0.013-0.0130.533-0.447in mumiAJF*s，Ir1星0.079-0.053-0.040-0.040-0.053-0.053-0.0530.513-0.487000.487-0.5130.0530.053i

15、iiiiiiiiiiiiLi4 jiuiin ilL 世1 AA11 L1Ab0.073(2)0.0590.078-0.119-0.022-0.044-0.0510.380-0.6200.598-0.402-0.023-0.0230.493-0.5070.0520.052111 IHIIIII1III 1 III III II jiJ"i'11 'i0.0980.0550.064-0.035-0.111-0.020-0.0570.0350.0350.4240.5760.591-0.409-0.037-0.0370.557-0.443in,X皿j£aaj&am

16、p;0.094-0.0670.018-0.0050.0010.4330.5670.0850.0860.0230.0230.0060.006-0.0010.001llllllllil吐Ji0.074-0.049-0.0540.014-0.0040.019-0.0490.496-0.5050.0680.068-0.018-0.0180.0040.0040.0720.0130.0530.050.010.010.01-0.0-0.50.060.013333-0.066660.500000.0666-0.0133-0.3-0.2-0.2-0.2-0.06-0.040.04-0.00.1816345066

17、0.180.0530.0260.0346996640.260.250.230.31460460.280.00-0.2-0.0-0.03-0.02-0.00.030.213850080.21-/Ox $ yttv0 0670 059Jr Ts. 21 T1 WF3525370.000.25-0.00.28780063-0.0-0.2-0.20出(AjfifiZh0.055-0.03-0.02-0.0-0.00.0333420.24580.0335253330.250.03302830.32-0.1-0.0P-0.2皿鼻0.049(2)0.041-0.07-0.01-0.0-0.00.175891

18、4550.030.05354283250.31-0.00.240.03211462-0.0-0.2-0.1-0.0-0.0390.044-0.02-0.07-0.0-0.0-0.022989823-0.20.066201336220.200.30-0.00.281427286-0.20.05-0.00.00zfK<i兰住世AAA0.063-0.040.011-0.00.000.20923144-0.0203180.05-0.00.00-0.001314401xiK- Qn ncd-0.03-0.030.00-0.0-0.0-0.0-0.20.04-0.00.0021S2AAAU. 05

19、11490231315391120.240.04-0.00.00731120.00-0.0-0.20.044 a-0.03-0.00.000.00841501-0.00.0500.008TA旦33388-0.00.250.04-0.008410108-0.6-0.4-0.5-0.51 10 1710 1120 132-0.15-0.11-0.1-0.10.3458600040-0.3占XL些A£lU 1 f 188185820.540.500.460.65420008-0.50.20-0.5-0.01QpIQ0 2110 191-0.07-0.05-0.0-0.00.42790002

20、0-0.4AA4世fiAU厶1 1U 1 J 199597910.020.50-0.00.572100209-0.0-0.5-0.40识Q0 181-0.07-0.05-0.0-0.0-0.079800 48200.07s出鼻A二0.181995979790.52800.480.0790009-0.17-0.03-0.0-0.00.32-0.6-0.3-0.0-0.5Q.1町0.160(2)0.144795334110077ji n064-0.00.480.0773497-0.0-0.6-0.3-0.0QI冋Q-0.1400.151-0.05-0.16-0.0-0.0

21、-0.052156356-0.4qTT"QT1 AA0.207273186520.380.63-0.00.581457566-0.60.12-0.00.00|Q-0.10-0.00.000.40-0.0a-J-aAA0.2000.02700734900720020.12-0.00.00-0.0731902-0.0-0.50.10-0.00.173-0.07-0.080.02-0.0-0.073072270.00担山也出心b31205730.490.10-0.00.005322750.02-0.0-0.5r 0.09I Q-0.07-0.00.020.02099000-0.0匕兰4昌&d0.1710.02097900-0.00.50-0.0-0.0209902020-1.2-0.9-1.01.07n -7| | | | | | CZ-0.28-0.210.21-0.20.718130000-U./11 11 1 L 11 二0.2400.1000.122191118191.071.000.931.280001-1.1