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案中系数xql2或xgl2;V=表中系数xql或xgl;2 .在集中荷载作用下：M案中系数XQl或XGl;V=表中系数xQ或xGl;3 .内力正负号规定：M-使截面上部受压、下部受拉为正；V一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柿我图跨内最大弯距支座个距剪力M1MMBVAVBIVBrH0.0700.0703-0.1250.375-0.6250.625-0.3754 4. .A A0.096一-0.0630.437-0.5630.0630.0630.0480.048-0.0780.17

2、2-0.3280.328-0.1726FL6FL0.064一-0.0390.211-0.2890.0390.039A AGGGG凸0.1560.156-0.1880.312-0.6880.688-0.312ssQ Q1.1.一AAAA0.203一-0.0940.406-0.5940.0940.094Q Qa a1 11 1 1r0.2220.222-0.3330.667-1.3331.333-0.667A Aq qA AQ Q1 1一.凸A A0.278一-0.1670.833-1.1670.1670.167标准文档实用文案跨内最大弯距支座弯距剪力柿我图M1M2MBMcVAVBlVBrVclV

3、crVD-0.10-0.10-0.600-0.50-0.401 11 1 洋0.0800.0250.40000.600iieL LV_J000.5000F F.中.中0.101-0.05-0.050.450-0.5500-0.45t t+H+H*1)b一,&,&M MB Ba%L0000.5500-0.50_fU_fU 任：m-0.05-0.05-0.050 ititA A出k一0.075000.0500.50000.0500.0500.083W W*H H言-0.11-003-0617-001 & &UfaUfara0.0730.054730.3830.583

4、-0.01770.083tntnH Ht t_ _-0.06-0.567-0.01A AlblbA AJfaJfaA A80.094一70.0170.4330.083-0.01770.0540.021-0.06-0.060.183-0.313-0.25-0.18 ITH2ITH2330.25000.3138Mg0.068一-0.031-0.0310.219-0.281000.281-0.219A AJ JXriTtXXriTtXL0.052-0.03-0.030.031-0.031-0.250.0312& &飞飞a一110.25000.051.0.0500.038-0.07-0

5、.020.177-0.323-0.190.021S*2S*2| |3310.30280.021jrfrf1Kjrfrf1KL Lh_h_0.063-0.040.0100.208-0.2920.052-0.010-0.01n n21A21Ah一20.0520ficficJ Jy yK KG GI I0.1750.100-0.15-0.150.350-0.650-0.5000.650-0.35AAAA000.5000q q3 3 一.4 41 10.213一-0.075-0.0750.425-0.575000.575-0.425AAAA整Q Q八八 L L0.175-0.07-0.07-0.07-

6、0.075-0.5000.0750.075AAAAAAz5550.500QaQa1J.1J.0.1620.137-0.17-0.050.325-0.675-0.3750.0500.050权权a4飞飞500.625三跨梁附表1-2标准文档实用文案JA3 3凸上0.200一-0.1000.0250.400-0.6000.1250.125-0.025-0.025GfGfI IJ J L L0.2290.170-0.311-0.0890.689-1.3111.222-0.7780.0890.089A3Q QJ JA Aq qL-L-凸口0.274一0.1780.0440.822-1.1780.2220

7、.222-0.044-0.044标准文档实用文案四跨梁附表1-3柿我图跨内最大弯距支座弯距剪力M1M2M3M4MBMCMDVAVBlVBrVclVcrVDlVDrVE0.0770.0360.0360.077-0.107-0.071-0.1070.393-0.6070.536-0.4640.464-0.5360.607-0.393titi门ttMMt1ttMMt1iL L4 4.LL.LL令BL1 1ftft-1-L-1-Lr rF F *1*10.1000.081-0.054-0.036-0.0540.446-0.5540.0180.0180.482-0.5180.0540.054卜卜飞飞卜卜

8、ititA AM M, ,A2A23 3如十HhHh0.0720.0610.098-0.121-0.018-0.0580.380-0.6200.603-0.397-0.040-0.040-0.558-0.442AAAA0.0560.056-0.036-0.107-0.036-0.036-0.0360.429-0.5710.571-0.4290.0360.036Xi iHiHit t0.094-0.060.018-0.000.433-0.5670.0850.0220.004A AAA740.085-0.0220.004LLLLLLH H0.071-0.049-0.0540.013-0.049-0

9、.0490.496-0.5040.0670.0670.013-0.013A A凸A Akkilkkilt tKxfftKxfft0.0620.0280.0280.052-0.067-0.045-0.0670.183-0.3170.272-0.2280.228-0.2720.317-0.183AA0.0670.055-0.084-0.022-0.0340.217-0.2340.0110.0110.239-0.2610.034标准文档实用文案0.0340.0490.0420.066-0.075-0.011-0.0360.175-0.3250.314-0.186-0.025-0.0250.286-0

10、.214KqL0.0400.040-0.022-0.067-0.022-0.022-0.0220.205-0.2950.295-0.2050.0220.0224A4A?p0.088-0.0420.011-0.0030.208-0.2920.0530.063-0.014-0.0140.0030.003AR i i凸A A0.051-0.031-0.0340.008-0.031-0.0310.247-0.2530.0420.042-0.008-0.008A Ai iA AJ Ji iG GG G1 11 1G GI I0.1690.1160.1160.169-0.161-0.107-0.1610.

11、339-0.6610.554-0.4460.446-0.5540.661-0.330AAAA J JI IQ Q1 110.2100.183-0.080-0.054-0.0800.420-0.5800.0270.0270.473-0.5270.0800.080凸凸q qJ Ji iq qr1r1q q1 10.1590.1460.206-0.181-0.027-0.0870.319-0.6810.654-0.346-0.060-0.0600.587-0.413心AAAAq qI Iq qJ J0.1420.142-0.054-0.161-0.0540.054-0.0540.393-0.6070

12、.607-0.3930.0540.054A A凸 J J1 10.200-0.100-0.027-0.0070.400-0.6000.1270.127-0.033-0.0330.007标准文档实用文案0.007g g一1 1一：0.173-0.074-0.0800.020-0.074-0.0740.493-0.5070.1000.100-0.020-0.0204 4CGGGCGGGCGGGCGGG凸0.2380.1110.1110.238-0.286-0.191-0.2860.7141.2861.095-0.9050.905-1.0951.286-0.714Q Q4 4Q Q4 4凸凸凸0.2

13、860.222-0.143-0.095-0.1430.857-1.1430.0480.0480.952-1.0480.1430.143Q Q4 4aaaaaaQ QJIJIa aA Aa aA A0.2260.1940.282-0.321-0.048-0.1550.679-1.3211.274-0.726-0.107-0.1071.155-0.845a4a4Q Q凸凸0.1750.175-0.095-0.286-0.095-0.0950.0950.810-1.1901.190-0.8100.095550.095oeoe.AAAAAAAAAA0.274-0.1780.048-0.0120.822

14、-1.1780.2260.226-0.060-0.0600.0120.0124444.八*0.198-0.131-0.1430.036-0.131-0.1310.988-1.0120.1780.178-0.036-0.036五跨梁附表1-4福裁图跨内最大弯距支座弯距剪力标准文档实用文案内力M1M2M3MBMCMDMEVAVBlVBrVclVcrVDlVDrVElVErVFe目EpELF1p0.0780.0330.046-0.105-0.079-0.079-0.1050.394-0.6060.526-0.4740.500-0.5000.474-0.5260.606-0.394pFP1J%J一qu

15、iwiiiiiuiiiiiuiiiMiM2mMJ期0.1000.085-0.053-0.040-0.040-0.0530.447-0.5530.0130.0130.500-0.500-0.013-0.0130.533-0.447LlWLLWiHUAJrLLULziML11dL鼬0.079-0.053-0.040-0.040-0.053-0.053-0.0530.513-0.487000.487-0.5130.0530.053q11114,0.073(2)0.0590.078-0.119-0.022-0.044-0.0510.380-0.6200.598-0.402-0.023-0.0230.4

16、93-0.5070.0520.052jiumoLLim一0.0980.0550.064-0.035-0.111-0.020-0.0570.0350.0350.4240.5760.591-0.409-0.037-0.0370.557-0.443111山uq qSASAa a0q0.094-0.0670.018-0.0050.0010.4330.5670.0850.0860.0230.0230.0060.006-0.0010.001nd11in勺0.074-0.049-0.0540.014-0.0040.019-0.0490.49-0.5050.060.068-0.0-0.0180.000.004

17、标准文档实用文案681840.0720.0130.0530.0530.0130.0130.013-0.066-0.0660.500-0.5000.0660.066-0.0130.0131111理uJTi口工0.0530.0260.034-0.066-0.0490.049-0.0660.184-0.3160.266-0.2340.250-0.2500.234-0.2660.3160.184_一0.0670.059-0.03-0.02-0.00.030.210.2830.008-0.250-0.0080.213TUT1MT13525370.0080.250-0.0060.2837刈炉Xty0.05

18、5-0.03-0.02-0.0-0.00.03-0.033-0.242000.242-0.2580.03当口BH435253330.2580.0333_n0.049(2)0.0410.053-0.075-0.014-0.028-0.0320.1750.3250.311-0.189-0.014-0.0140.246-0.2550.0320.032-0.0660.0390.044-0.022-0.070-0.013-0.036-0.022-0.0220.202-0.2980.307-0.198-0.028-0.0230.286-0.214AAi&fiaq0.063-0.0420.011-0

19、.0030.0010.208-0.2920.050.053-0.0-0.0140.000.004-0.0-0.001标准文档实用文案31440121盘B也?0.051-0.031-0.0340.009-0.002-0.031-0.0310.247-0.2530.0430.049-0.011-0.0110.0020.002q 工dAdAH H1111JIAJIA LALA0.0500.008-0.033-0.0330.0080.0080.008-0.041-0.0410.250-0.2500.0410.041-0.008-0.008I日1口n凸凸心0.1710.1120.132-0.158-0.

20、118-0.118-0.1580.342-0.6580.540-0.4600.500-0.5000.460-0.5400.658-0.342,.巴：巴&,&,q q & &qAqA0.2110.191-0.079-0.059-0.059-0.0790.421-0.5790.0200.2000.500-0.500-0.020-0.0200.579-0.421_Q.他一_A吞SiLah0.181-0.079-0.059-0.059-0.079-0.079-0.0790.520-0.480000.480-0.5200.0790.079电1白旧JIU口马口L0.160(

21、2)0.1440.178-0.179-0.032-0.066-0.0770.321-0.6790.647-0.353-0.034-0.0340.489-0.5110.0770077电LQI也JUa凸JQ鱼-0.2070.1400.151-0.052-0.167-0.031-0.086-0.052-0.0520.38-0.6150.63-0.363-0.0-0.0560.58-0.414标准文档实用文案57566一巴0.200-0.1000.027-0.0070.0020.400-0.6000.1270.127-0.031-0.0340.0090.009-0.002-0.002aq9aq 森_,

22、叱_0.173-0.073-0.0810.022-0.005-0.073-0.0730.493-0.5070.1020.102-0.027-0.0270.0050.005q qiLiL出A A0.1710.020-0.079-0.0790.0200.0200.020-0.099-0.0990.500-0.500-0.0200.090-0.020-0.0203q4qAJkrJkrmig0.2400.1000.122-0.281-0.2110.211-0.2810.719-1.2811.070-0.9301.000-1.0000.9301.0701.281-0.719AA&JUAAAA&JUAA?tLk!山0.