等截面等跨连续梁在常用荷载作用下地内力系数表VIP免费

实用标准文案精彩文档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荷载图跨内最大弯距支座弯距剪力M1M2MBVAVBlVBrVc0.0700.0703-0.1250.375-0.6250.625-0.3750.096—-0.0630.437-0.5630.0630.0630.0480.048-0.0780.172-0.3280.328-0.1720.064—-0.0390.211-0.2890.0390.0390.1560.156-0.1880.312-0.6880.688-0.3120.203—-0.0940.406-0.5940.0940.0940.2220.222-0.3330.667-1.3331.333-0.6670.278—-0.1670.833-1.1670.1670.167实用标准文案精彩文档三跨梁附表1-2荷载图跨内最大弯距支座弯距剪力M1M2MBMcVAVBlVBrVclVcrVD0.0800.025-0.100-0.1000.400-0.6000.500-0.5000.600-0.4000.101—-0.050-0.0500.450-0.550000.550-0.450—0.075-0.050-0.0500.050-0.0500.500-0.5000.0500.0500.0730.054-0.117-0.0330.383-0.6170.5830.083-0.017-0.0170.094—-0.0670.0170.433-0.5670.0830.083-0.017-0.0170.0540.021-0.063-0.0630.183-0.3130.250-0.2500.313-0.1880.068—-0.031-0.0310.219-0.281000.281-0.219—0.052-0.031-0.0310.031-0.0310.250-0.2500.0510.0310.0500.038-0.073-0.0210.177-0.3230.302-0.1980.0210.0210.063—-0.0420.0100.208-0.2920.0520.052-0.010-0.0100.1750.100-0.150-0.1500.350-0.6500.500-0.5000.650-0.3500.213—-0.075-0.0750.425-0.575000.575-0.425—0.175-0.075-0.075-0.075-0.0750.500-0.5000.0750.0750.1620.137-0.175-0.0500.325-0.6750.625-0.3750.0500.0500.200—-0.1000.0250.400-0.6000.1250.125-0.025-0.0250.2440.067-0.2670.2670.733-1.2671.000-1.0001.267-0.7330.289—0.133-0.1330.866-1.134001.134-0.866—0.200-0.1330.133-0.133-0.1331.000-1.0000.1330.133实用标准文案精彩文档0.2290.170-0.311-0.0890.689-1.3111.222-0.7780.0890.0890.274—0.1780.0440.822-1.1780.2220.222-0.044-0.044实用标准文案精彩文档四跨梁附表1-3荷载图跨内最大弯距支座弯距剪力M1M2M3M4MBMCMDVAVBlVBrVclVcrVDlVDrVE0.0770.0360.0360.077-0.107-0.071-0.1070.393-0.6070.536-0.4640.464-0.5360.607-0.3930.100——0.081——-0.054-0.036-0.0540.446-0.5540.0180.0180.482-0.5180.0540.0540.0720.061——0.098-0.121-0.018-0.0580.380-0.6200.603-0.397-0.040-0.040-0.558-0.442——0.0560.056——-0.036-0.107-0.036-0.036-0.0360.429-0.5710.571-0.4290.0360.0360.094——————-0.0670.018-0.0040.433-0.5670.0850.085-0.0220.0220.0040.004——0.071————-0.049-0.0540.013-0.049-0.0490.496-0.5040.0670.0670.013-0.0130.0620.0280.0280.052-0.067-0.045-0.0670.183-0.3170.272-0.2280.228-0.2720.317-0.1830.067——0.055——-0.084-0.022-0.0340.217-0.2340.0110.0110.239-0.2610.0340.0340.0490.042——0.066-0.075-0.011-0.0360.175-0.3250.314-0.186-0.025-0.0250.286-0.214——0.0400.040——-0.022-0.067-0.022-0.022-0.0220.205-0.2950.295-0.2050.0220.022实用标准文案精彩文档0.088——————-0.0420.011-0.0030.208-0.2920.0530.063-0.014-0.0140.0030.003——0.051————-0.031-0.0340.008-0.031-0.0310.247-0.2530.0420.042-0.008-0.0080.1690.1160.1160.169-0.161-0.107-0.1610.339-0.6610.554-0.4460.446-0.5540.661-0.3300.210——0.183——-0.080-0.054-0.0800.420-0.5800.0270.0270.473-0.5270.0800.0800.1590.146——0.206-0.181-0.027-0.0870.319-0.6810.654-0.346-0.060-0.0600.587-0.413——0.1420.142——-0.054-0.161-0.0540.054-0.0540.393-0.6070.607-0.3930.0540.0540.200——————-0.100-0.027-0.0070.400-0.6000.1270.127-0.033-0.0330.0070.007——0.173————-0.074-0.0800.020-0.074-0.0740.493-0.5070.1000.100-0.020-0.020...