附录二_等截面附录二等跨连续梁在常用荷载作用下的内力系数表.pdf

《附录二_等截面附录二等跨连续梁在常用荷载作用下的内力系数表.pdf》由会员上传分享，免费在线阅读，更多相关内容在教育资源-天天文库。

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=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剪力荷载图距M1M2MBVBVBlVcVBr0.0700.0703-0.1250.375-0.625-0.3750.6250.096—-0.0630.437-0.5630.0630.0630.0480.048

2、-0.0780.172-0.328-0.1720.3280.064—-0.0390.211-0.2890.0390.0390.1560.156-0.1880.312-0.688-0.3120.688..0.203—-0.0940.406-0.5940.0940.0940.2220.222-0.3330.667-1.333-0.6671.3330.278—-0.1670.833-1.1670.1670.167..三跨梁附表1-2荷载图跨内最大弯距支座弯距剪力M1M2MBMcVAVBlVclVDVBrVcr0.0800.025-0.100-0.1000.400-0.600-

3、0.500-0.4000.5000.6000.101—-0.050-0.0500.450-0.5500-0.45000.550—0.075-0.050-0.0500.050-0.050-0.5000.0500.5000.0500.0730.054-0.117-0.0330.383-0.6170.083-0.0170.583-0.0170.094—-0.0670.0170.433-0.5670.083-0.0170.083-0.0170.0540.021-0.063-0.0630.183-0.313-0.250-0.1880.2500.3130.068—-0.031-0.

4、0310.219-0.2810-0.21900.281—0.052-0.031-0.0310.031-0.031-0.2500.0310.2500.0510.0500.038-0.073-0.0210.177-0.323-0.1980.0210.3020.0210.063—-0.0420.0100.208-0.2920.052-0.0100.052-0.0100.1750.100-0.150-0.1500.350-0.650-0.500-0.3500.5000.650..0.213—-0.075-0.0750.425-0.5750-0.42500.575—0.175-0

5、.075-0.075-0.075-0.075-0.5000.0750.5000.0750.1620.137-0.175-0.0500.325-0.675-0.3750.0500.6250.0500.200—-0.1000.0250.400-0.6000.125-0.0250.125-0.0250.2440.067-0.2670.2670.733-1.267-1.000-0.7331.0001.2670.289—0.133-0.1330.866-1.1340-0.86601.134—0.200-0.1330.133-0.133-0.133-1.0000.1331.0000

6、.1330.2290.170-0.311-0.0890.689-1.311-0.7780.0891.2220.0890.274—0.1780.0440.822-1.1780.222-0.0440.222-0.044..四跨梁附表1-3荷载图跨内最大弯距支座弯距剪力M1M2M3M4MBMCMDVAVBlVclVDlVEVBrVcrVDr0.0770.0360.0360.077-0.107-0.071-0.1070.393-0.607-0.464-0.536-0.3930.5360.4640.6070.100——0.081——-0.054-0.036-0.0540.446-

7、0.5540.018-0.5180.0540.0180.4820.0540.0720.061——0.098-0.121-0.018-0.0580.380-0.620-0.397-0.040-0.4420.603-0.040-0.558——0.0560.056——-0.036-0.107-0.036-0.036-0.036-0.571-0.4290.0360.4290.5710.0360.094——————-0.0670.018-0.0040.433-0.5670.0850.0220.0040.085-0.0220.004——0.071——