等截面附录二等跨连续梁在常用荷载作用下的内力系数

上传人:ba****u 文档编号:191013411 上传时间:2023-03-01 格式:DOCX 页数:9 大小:51.76KB
返回 下载 相关 举报
等截面附录二等跨连续梁在常用荷载作用下的内力系数_第1页
第1页 / 共9页
等截面附录二等跨连续梁在常用荷载作用下的内力系数_第2页
第2页 / 共9页
等截面附录二等跨连续梁在常用荷载作用下的内力系数_第3页
第3页 / 共9页
点击查看更多>>
资源描述
1. 在均布及三角形荷载作用下:肱=表中系数xql2 (或Xgl2);件表中系数xql (或xgl)2. 在集中荷载作用下:肱=表中系数x Ql (或xGl);件表中系数xQ (或xGl);3. 内力正负号规定:M一使截面上部受压、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。两跨梁跨内最大弯距荷载图支座弯 距M2MbVBA B 4*亏一0.0700.0960.0480.0640.07030.048-0.125-0.063-0.078-0.0390.3750.4370.1720.211-T-0.625 0.625-0.563 0.063-0.328 0.328-0.289 0.039-0.3750.063-0.1720.0390.1560.156-0.1880.312-0.688 0.688-0.3120.203-0.0940.406-0.5940.0940.0944 q0.2220.222-0.3330.667-1.3331.333-0.66710.278-0.1670.833-1.1670.1670.167荷载图跨内最大弯距支座弯距剪力M 1M2MbMc%VVd0.0800.025-0.100-0.1000.400-0.6000.500-0.5000.600-0.400r i i H ii t i4为L_L_Ji A iL_L_L_jrnrti10.101-0.050-0.0500.450-0.550 000.550-0.450H H LH t t * * b Mt A Jfc A kb0.075-0.050-0.0500.050-0.0500.500-0.5000.0500.050 Mt 五 lb A lbA0.0730.054-0.117-0.0330.383-0.6170.5830.083 -0.017-0.017A *乱it & 町A0.094-0.0670.0170.433-0.5670.0830.083 -0.017-0.017A in A Mi. A lbiAL0.0540.021-0.063-0.0630.183-0.3130.250-0.2500.313-0.1880.068-0.031-0.0310.219-0.281 000.281-0.219AA1&A0.052-0.031-0.0310.031-0.0310.250-0.2500.0510.031Ahi三跨梁附表1-20.0500.038-0.073-0.0210.177-0.3230.302-0.1980.0210.021矛 K %i A0.063-0.0420.0100.208-0.2920.0520.052 -0.010-0.010&咯iiA乙GC11GL0.1750.100-0.150-0.1500.350-0.6500.500-0.5000.650-0.350 ,014I0.213-0.075-0.0750.425-0.575 000.575-0.425A四EJ0.175-0.075-0.075-0.075-0.0750.500-0.5000.0750.075AAa a41QI_i0.1620.137-0.175-0.0500.325-0.6750.625-0.3750.0500.050A心凸4】10.200-0.1000.0250.400-0.6000.1250.125 -0.025-0.025AG G G G GG _L A0.2440.067-0.2670.2670.733-1.2671.000-1.0001.267-0.733gnQqI1s kqr0.2890.133-0.1330.866-1.134 001.134-0.866QIQ i0.200-0.1330.133-0.133-0.1331.000-1.0000.1330.133A4AQ_1q q1 1QJ0.2290.170-0.311-0.0890.689-1.3111.222-0.7780.0890.089AA凸凸q 4A凸0.2740.1780.0440.822-1.1780.2220.222-0.044-0.044荷载图跨内最大弯距支座弯距剪力M 1M2M3M4MbMcMd%Kbkcr%Ke0.0770.0360.0360.077-0.107-0.071-0.1070.393-0.6070.536-0.4640.464-0.5360.607-0.393tut. tJ tit *| L_ I _|_ L _1- L .11-10.1000.081-0.054-0.036-0.0540.446-0.5540.0180.0180.482-0.5180.0540.054* k *num ,HHi0.0720.0610.098-0.121-0.018-0.0580.380-0.6200.603-0.397-0.040-0.040-0.558-0.442AAAA A0.0560.056-0.036-0.107-0.036-0.036-0.0360.429-0.5710.571-0.4290.0360.036rf iiLLe:A IL一| _JHE b0.094-0.0670.018-0.0040.433-0.5670.0850.085 -0.0220.0220.0040.004A A 也 L凸0.071-0.049-0.0540.013-0.049-0.0490.496-0.5040.0670.0670.013-0.013L0.0620.0280.0280.052-0.067-0.045-0.0670.183-0.3170.272-0.2280.228-0.2720.317-0.183附表1-3四跨梁Al A-0.0670.055-0.084-0.022-0.0340.217-0.2340.0110.0110.239-0.2610.0340.0340.0490.0420.066-0.075-0.011-0.0360.175-0.3250.314-0.186-0.025-0.0250.286-0.2140.0400.040-0.022-0.067-0.022-0.022-0.0220.205-0.2950.295-0.2050.0220.022A i ff AxfflK 0.088-0.0420.011-0.0030.208-0.2920.0530.063 -0.014-0.0140.0030.003& % /rfhx 事0.051-0.031-0.0340.008-0.031-0.0310.247-0.2530.0420.042 -0.008-0.008k R %A A(JG1G1t0.1690.1160.1160.169-0.161-0.107-0.1610.339-0.6610.554-0.4460.446-0.5540.661-0.330A A A A AIJq10.2100.183-0.080-0.054-0.0800.420-0.5800.0270.0270.473-0.5270.0800.080 A cJcLJ日1I0.1590.1460.206-0.181-0.027-0.0870.319-0.6810.654-0.346-0.060-0.0600.587-0.413 A c1q10.1420.142-0.054-0.161-0.0540.054-0.0540.393-0.6070.607-0.3930.0540.054A A J0.200-0.100-0.027-0.0070.400-0.6000.1270.127 -0.033-0.0330.0070.007A A i A A9_10.173-0.074-0.0800.020-0.074-0.0740.493-0.5070.1000.100 -0.020-0.020四 A A G & 母 G G n ii ia g1 1c10.2380.1110.1110.238-0.286-0.191-0.2860.7141.2861.095-0.9050.905-1.0951.286-0.714A A A & AQ 44 4I.八A A0.2860.222-0.143-0.095-0.1430.857-1.1430.0480.0480.952-1.0480.1430.143。q q q。q五 五 A 0.2260.1940.282-0.321-0.048-0.1550.679-1.3211.274-0.726-0.107-0.1071.155-0.845q q Q 0A A A A A0.1750.175-0.095-0.286-0.095-0.0950.0950.810-1.1901.190-0.8100.095550.095Q 占占i四0.274-0.1780.048-0.0120.822-1.1780.2260.226 -0.060-0.0600.0120.012q q.L.A心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荷载图跨内最大弯距支座弯距剪力内力M 1M2M3MbMcMdMeVAVBlVclV crVDlVElVFIILI川llUIUllinill川UJI IIILUI M0.0780.0330.046-0.105-0.079-0.079-0.1050.394-0.6060.526-0.4740.500-0.5000.474-0.5260.606-0.394q IHllliljillllll J mullxlLJ.EL.I1.-iLlMl M2 Ms M4 M50.1000.085-0.053-0.040-0.040-0.0530.447-0.5530.0130.0130.500-0.500-0.013-0.0130.533-0.4471 llllllll Illi Illi Ji出 姓2i0.079-0.053-0.040-0.040-0.053-0.053-0.0530.513-0.487000.487-0.5130.0530.053ill iiiiin h in q II ii II IIJ* jj. 出0.073(2)0.059 0.078-0.119-0.022-0.044-0.0510.380-0.6200.598-0.402-0.023-0.0230.493-0.5070.0520.052川IHIIIIIIILH Ulllllln. J1LLLLf 也-0.0980.0550.064-0.035-0.111-0.020-0.0570.0350.0350.4240.5760.591-0.409-0.037-0.0370.557-0.443IIIIIILl 3jljlJLAn_2L0.094-0.0670.018-0.0050.0010.4330.5670.0850.0860.0230.0230.0060.006-0.0010.001lull 111qAlljL-diJlXXJ-l0.074-0.049-0.0540.014-0.0040.019-0.0490.496-0.5050.0680.068-0.018-0.0180.0040.004nil 山q2J. 2i -5TAn0.0720.0130.0530.0530.0130.0130.013-0.066-0.0660.500-0.5000.0660.066-0.0130.0130.0530.0260.034-0.066-0.0490.049-0.0660.184-0.3160.266-0.2340.250-0.2500.234-0.2660.3160.1840.0670.059-0.033-0.025-0.0250.0330.2170.2830.0080.0080.250-0.250-0.006-0.0080.2830.217./lx “凸A!.日己nki0.055-0.033-0.025-0.025-0.0330.033-0.0330.258-0.242000.242-0.2580.0330.0330.049(2)0.041 0.053-0.075-0.014-0.028-0.0320.1750.3250.311-0.189-0.014-0.0140.246-0.2550.0320.032“ ,q g,JL2J.21JlLLU.(1)- 0.0660.0390.044-0.022-0.070-0.013-0.036-0.022-0.0220.202-0.2980.307-0.198-0.028-0.0230.286-0.214,/iy0.063-0.0420.011-0.0030.0010.208-0.2920.0530.053-0.014-0.0140.0040.004-0.001-0.001凸已JlJl1j50.051-0.031-0.0340.009-0.002-0.031-0.0310.247-0.2530.0430.049-0.011-0.0110.0020.002j!_!ijLijLi|ljJi0.0500.008-0.033-0.0330.0080.0080.008-0.041-0.0410.250-0.2500.0410.041-0.008-0.008L。J J IjL!ijILXLJIJZin0.1710.1120.132-0.158-0.118-0.118-0.1580.342-0.6580.540-0.4600.500-0.5000.460-0.5400.658-0.34221a qm巨d0.2110.191-0.079-0.059-0.059-0.0790.421-0.5790.0200.2000.500-0.500-0.020-0.0200.579-0.42121IS 4XLQ2J.X1.jZl0.181-0.079-0.059-0.059-0.079-0.079-0.0790.520-0.480000.480-0.5200.0790.079JijLiJl“ 1七-jJi1L110.160(2)0.144 0.178-0.179-0.032-0.066-0.0770.321-0.6790.647-0.353-0.034-0.0340.489-0.5110.0770077q i4XL【m i :Z2.J3-O.-0.2070.1400.151-0.052-0.167-0.031-0.086-0.052-0.0520.385-0.6150.637-0.363-0.056-0.0560.586-0.4144A世gXX0.200-0.1000.027-0.0070.0020.400-0.6000.1270.127-0.031-0.0340.0090.009-0.002-0.002凸心40.173-0.073-0.0810.022-0.005-0.073-0.0730.493-0.5070.1020.102-0.027-0.0270.0050.005112L1LJLJll0.1710.020-0.079-0.0790.0200.0200.020-0.099-0.0990.500-0.500-0.0200.090-0.020-0.020_LL11 11 1JlJjl i j n gjLiJji0.2400.1000.122-0.281-0.2110.211-0.2810.719-1.2811.070-0.9301.000-1.0000.9301.0701.281-0.719口Am qj_1Jl ?0.2870.228-0.140-0.105-0.105-0.1400.860-1.1400.0350.0351.0001.000-0.035-0.0351.140-0.860AjZli|i4 - qUd0.216-0.140-0.105-0.105-0.140-0.140-0.1401.035-0.96500.0000.965-1.0350.1400.140g】i日j q4i0.227(2)0.189 0.209-0.319-0.057-0.118-0.1370.681-1.3191.262-0.738-0.061-0.0610.981-1.0190.1370.137-LLLLjuS ?9JljLiJji- 0.2820.1720.198-0.093-0.297-0.054-0.153-0.093-0.0930.796-1.2041.243-0.757-0.099-0.0991.153-0.847Q AjXxl41J2lJ2l0.274-0.1790.048-0.0130.0030.821-1.1790.2270.227-0.061-0.0610.0160.016-0.003-0.003uJli凸|jl0.198-0.131-0.1440.038-0.010-0.131-0.1310.987-1.0130.1820.182-0.048-0.0480.0100.010口lqq口0.1930.035-0.140-0.1400.0350.0350.035-0.175-0.1751.000-1.0000.1750.175-0.035-0.035
展开阅读全文
相关资源
正为您匹配相似的精品文档
相关搜索

最新文档


当前位置:首页 > 图纸设计 > 毕设全套


copyright@ 2023-2025  zhuangpeitu.com 装配图网版权所有   联系电话:18123376007

备案号:ICP2024067431-1 川公网安备51140202000466号


本站为文档C2C交易模式,即用户上传的文档直接被用户下载,本站只是中间服务平台,本站所有文档下载所得的收益归上传人(含作者)所有。装配图网仅提供信息存储空间,仅对用户上传内容的表现方式做保护处理,对上载内容本身不做任何修改或编辑。若文档所含内容侵犯了您的版权或隐私,请立即通知装配图网,我们立即给予删除!