轴线处内力换算为梁支座边缘处内力计算

轴线处内力换算为梁支座边缘处内力计算层次截面位置左端轴线处内力跨中右端内力MVMVMVqMVMVMVMVMVMVMVMVMVqMVMVMVMVMVMVMVMVMSGE-30.2074.8071.97-SGk-29.0573.4571.11-SQk-2.914.633.71-荷载类型Swk左风3.15-0.930.36-左端AB跨梁支座边缘处内力跨中右端左端梁支座边缘处调幅后内力跨中右端左端轴线处内力跨中右端-43.57-70.3424.19-15.2469.9671.97--42.40-68.9923.74-14.3668.7071.11---3.85-4.491.52-1.984.333.71-2.95-4.19-1.694.333.71--2.44-0.93-2.96-0.930.36--29.50-65.50-12.9569.9671.97--28.60-.24-12.2168.7071.11--2.25-0.932.96-0.930.36--25.08-65.50-16.7810.81-11.10--24.31-.24-16.6010.60-11.03---2.51-4.19-0.830.69-0.47--2.25-0.930.90-0.860.00-0.90-0.86-左端5BC跨梁支座边缘处内力跨中右端左端梁支座边缘处调幅后内力跨中右端左端轴线处内力跨中右端-16.78-10.8110.30-14.628.75-11.10--16.60-10.6010.10-14.488.58-11.03---0.83-0.690.66-0.690.56-0.47-0.69-0.56-0.590.56-0.47-0.73-0.860.00--14.62-8.75-12.438.75-11.10--14.48-8.58-12.318.58-11.03--0.73-0.860.73-0.860.00--12.43-8.75-30.2070.3471.97--12.31-8.58-42.4068.9971.11---0.59-0.56-3.354.493.71--0.73-0.862.44-0.93-0.36-3.15-43.57-29.05-2.91跨

力

右端VqMVMVMVMVMVMV-74.8024.19-16.1365.5071.97-左端CD跨梁支座边缘处内力跨中右端左端梁支座边缘处调幅后内力跨中右端-73.4523.74-28.60.2471.11---4.631.52-2.454.193.71-1.98-4.33-2.084.193.71--0.93-2.25-0.93-0.36--28.61-69.96-13.7165.5071.97--14.36-68.70-24.31.2471.11--2.96-0.932.25-0.93-0.36--24.32-69.96-12.21-68.70-1.69-4.33-2.96-0.93型SwkSEk右风左震右震-3.1520.35-20.350.93-6.236.23-0.361.68-1.68---2.44-17.0017.000.93-6.236.23----2.9619.10-19.100.93-6.236.23-0.361.68-1.68---2.25-15.7515.750.93-6.236.23-2.9619.10-19.100.93-6.236.23-0.361.68-1.68---2.25-15.7515.750.93-6.236.23-0.906.30-6.300.86-6.006.000.000.000.00---0.90-6.306.300.86-6.006.00----0.735.10-5.100.86-6.006.000.000.000.00---0.73-5.105.100.86-6.006.00-0.735.10-5.100.86-6.006.000.000.000.00---0.73-5.105.100.86-6.006.00-2.4417.00-17.000.93-6.236.230.36-1.681.68---3.15-20.3520.35轴线处内力换层次截面位置内力左端MV轴线处内M力跨中V右端MVq左端MVAB跨梁支座边M缘处内力跨中V右端MV左端M梁支座边V缘处调幅跨中M后内力V右端MV左端MV轴线处内M力跨中V右端MVq左端MV4BC跨梁支座边M缘处内力跨中V右端MV左端M梁支座边V缘处调幅跨中M后内力V右端MV左端MV轴线处内M力跨中V0.93-6.236.23----2.2515.75-15.750.93-6.236.230.36-1.681.68---2.96-19.1019.100.93-6.236.23-2.2515.75-15.750.93-6.236.230.36-1.681.68---2.96-19.1019.100.93-6.236.23力

右端MVq左端MVCD跨梁支座边M缘处内力跨中V右端MV左端M梁支座边V缘处调幅跨中M后内力V右端MV内力换算为梁支座边缘处内力计算荷载类型SSwkSEkGESGkSQk左风右风左震右震-51.29-45.98-10.769.08-9.0848.14-48.1481.3972.0618.86-2.652.65-14.5414.5465.4057.5315.611.12-1.124.51-4.51--------58.48-52.08-12.91-6.846.84-39.1239.12-78.99-70.02-17.94-2.652.65-14.5414.5426.7323.686.10-----35.01-31.57-6.998.55-8.5545.23-45.2376.0467.3217.-2.652.65-14.5414.5465.4057.5315.611.12-1.124.51-4.51--------42.68-38.08-9.32-6.316.31-36.2136.21-73.-65.28-16.72-2.652.65-14.5414.54-29.76-26.83-5.948.55-8.5545.23-45.2376.0467.3217.-2.652.65-14.5414.5465.4057.5315.611.12-1.124.51-4.51--------36.28-32.36-7.92-6.316.31-36.2136.21-73.-65.28-16.72-2.652.65-14.5414.54-12.81-11.10-3.402.52-2.5214.48-14.488.547.162.76-2.402.40-13.7913.79-8.32-7.34-1.950.000.000.000.00--------12.81-11.10-3.40-2.522.52-14.4814.48-8.54-7.16-2.76-2.402.40-13.7913.798.136.822.63-----11.10-9.67-2.852.04-2.0411.72-11.726.915.802.23-2.402.40-13.7913.79-8.32-7.34-1.950.000.000.000.00--------11.10-9.67-2.85-2.042.04-11.7211.72-6.91-5.80-2.23-2.402.40-13.7913.79-9.44-8.22-2.422.04-2.0411.72-11.726.915.802.23-2.402.40-13.7913.79-8.32-7.34-1.950.000.000.000.00--------9.44-8.22-2.42-2.042.04-11.7211.72-6.91-5.80-2.23-2.402.40-13.7913.79-58.48-52.08-12.916.48-6.4839.12-39.1278.9970.0217.94-2.652.65-14.5414.5465.4057.5315.61-1.301.30-4.514.51-------层次3-51.29-45.98-10.76-9.0.08-48.1448.14-81.39-72.06-18.66-2.652.65-14.5414.5426.7323.686.10-----42.68-38.08-9.325.95-5.9536.21-36.2173.65.2816.72-2.652.65-14.5414.5465.4057.5315.61-1.301.30-4.514.51--------35.01-31.57-7.03-8.558.55-45.2345.23-76.04-67.32-17.44-2.652.65-14.5414.54-36.28-32.36-7.925.95-5.9536.21-36.2173.65.2816.72-2.652.65-14.5414.5465.4057.5315.61-1.301.30-4.514.51--------29.76-26.83-5.97-8.558.55-45.2345.23-76.04-67.32-17.44-2.652.65-14.5414.54轴线处内力换算为梁支座边缘处内力计算层次截面位置左端轴线处内力跨中右端内力MVMVMVqMVMVMVMVMVMVMVMVMVqMVMVMVMVMVMVMVMVSGE-50.6381.4565.-SGk-44.8772.1458.39-SQk-11.5318.6114.99-荷载类型Swk左风14.39-4.361.31-右风-14.394.36-1.31-左端AB跨梁支座边缘处内力跨中右端左端梁支座边缘处调幅后内力跨中右端左端轴线处内力跨中右端-58.16-78.9326.73-34.3476.1065.--51.47-69.9423.68-30.4467.4058.39--13.40-17.996.10-7.8117.3914.99--11.77-4.36-11.774.36-13.52-4.361.31--13.524.36-1.31--42.37-73.58-29.1976.1065.--37.48-65.20-25.8867.4058.39--9.80-16.77-6.17.3914.99--10.90-4.3613.52-4.361.31-10.904.36-13.524.36-1.31--36.02-73.58-12.938.54-8.45--31.86-65.20-11.337.16-7.57--8.33-16.77-3.222.76-1.77--10.90-4.3.35-4.140.00-10.904.36-4.354.140.00-左端BC跨梁支座边缘处内力跨中右端左端梁支座边缘处调幅后内力跨中右端左端轴线处内力跨中-12.93-8.548.13-11.226.91-8.45--11.33-7.166.82-9.905.80-7.57---3.22-2.762.63-2.672.23-1.77-2.67-2.23-2.272.23-1.77--4.35-4.14--4.354.14-3.524.140.00-3.52-4.140.00--11.22-6.91-9.546.91-8.45---9.90-5.80-8.415.80-7.57-8.41-5.80-51.4769.9458.39--3.52-4.143.52-4.140.00--3.524.14-3.524.140.003.524.14-11.774.361.31--9.54-6.91-58.1678.9365.--2.27-2.23-13.4017.9914.99--3.52-4.1411.77-4.36-1.31-力

右端MVqMVMVMVMVMVMV-50.63-81.4526.73-42.3773.5865.-左端CD跨梁支座边缘处内力跨中右端左端梁支座边缘处调幅后内力跨中右端-44.87-72.1423.68-37.4865.2058.39--11.53-18.616.10-9.8016.7714.99--14.39-4.36-14.394.36-10.90-4.36-1.31--10.904.361.31--34.34-76.10-36.0273.5865.--30.44-67.40-31.8665.2058.39--7.81-17.39-8.3316.7714.99--13.52-4.3610.90-4.36-1.31-13.524.36-10.904.361.31--29.19-76.10-25.88-67.40-6.-17.39-13.52-4.3613.524.36SEk左震右震.17-.17-20.1620.163.71-3.71---56.7656.76-20.1620.16--60.14-60.14-20.1620.163.71-3.71---52.7352.73-20.1620.1660.14-60.14-20.1620.163.71-3.71---52.7352.73-20.1620.1621.02-21.02-20.0220.020.000.00---21.0221.02-20.0220.02--17.02-17.02-20.0220.020.000.00---17.0217.02-20.0220.0217.02-17.02-20.0220.020.000.00---17.0217.02-20.0220.0256.76-56.76-20.1620.16-3.713.71--轴线处内力换算为梁支座层次截面位置内力SGE左端M-50.86V81.43轴线处内M65.71力跨中V-右端M-58.29V-78.95q26.73左端M-34.57V76.08AB跨梁支座边M65.71缘处内力跨中V-右端M-42.50V-73.60左端M-29.39梁支座边V76.08缘处调幅跨中M65.71后内力V-右端M-36.13V-73.60左端M-12.88V8.54轴线处内M-8.40力跨中V-右端M-12.88V-8.54q8.13左端M-11.17V6.912BC跨梁支座边M-8.40缘处内力跨中V-右端M-11.17V-6.91左端M-9.50梁支座边V6.91缘处调幅跨中M-8.40后内力V-右端M-9.50V-6.91左端M-58.29V78.95轴线处内M65.71力跨中V--.17.17-20.1620.16--52.73-52.73-20.1620.16-3.713.71---60.1460.14-20.1620.1652.73-52.73-20.1620.16-3.713.71---60.1460.14-20.1620.16力

右端M-50.86V-81.43q26.73左端M-42.50V73.60CD跨梁支座边M65.71缘处内力跨中V-右端M-34.57V-76.08左端M-36.13梁支座边V73.60缘处调幅跨中M65.71后内力V-右端M-29.39V-76.08梁支座边缘处内力计算荷载类型SSwkSEkGkSQk左风右风左震右震-45.07-11.5820.54-20.5481.41-81.4172.1218.61-6.136.13-25.1225.1258.2314.952.16-2.166.05-6.05-------51.58-13.43-16.2316.23-69.3269.32-69.96-17.99-6.136.13-25.1225.1223.686.10-----30.65-7.8619.31-19.3176.39-76.3967.3817.39-6.136.13-25.1225.1258.2314.952.16-2.166.05-6.05-------37.59-9.83-15.0015.00-.30.30-65.22-16.77-6.136.13-25.1225.12-26.05-6.6819.31-19.3176.39-76.3967.3817.39-6.136.13-25.1225.1258.2314.952.16-2.166.05-6.05-------31.95-8.36-15.0015.00-.30.30-65.22-16.77-6.136.13-25.1225.12-11.28-3.216.00-6.0025.68-25.687.162.76-5.715.71-25.6825.68-7.52-1.760.000.000.000.00-------11.28-3.21-6.006.00-25.6825.68-7.16-2.76-5.715.71-25.6825.686.822.63-----9.85-2.6.86-4.8620.54-20.545.802.23-5.715.71-25.6825.68-7.52-1.760.000.000.000.00-------9.85-2.66-4.8.86-20.5420.54-5.80-2.23-5.715.71-25.6825.68-8.37-2.2.86-4.8620.54-20.545.802.23-5.715.71-25.6825.68-7.52-1.760.000.000.000.00-------8.37-2.26-4.8.86-20.5420.54-5.80-2.23-5.715.71-25.6825.68-51.58-13.4316.23-16.2369.32-69.3269.9617.99-6.136.13-25.1225.1258.2314.95-2.162.16-6.056.05------层次AB跨1BC跨-45.07-11.58-20.5420.54-81.4181.41-72.12-18.61-6.136.13-25.1225.1223.686.10-----37.59-9.8315.00-15.00.30-.3065.2216.77-6.136.13-25.1225.1258.2314.95-2.162.16-6.056.05-------30.65-7.86-19.3119.31-76.3976.39-67.38-17.39-6.136.13-25.1225.12-31.95-8.3615.00-15.00.30-.3065.2216.77-6.136.13-25.1225.1258.2314.95-2.162.16-6.056.05-------26.05-6.68-19.3119.31-76.3976.39-67.38-17.39-6.136.13-25.1225.12CD跨轴线处内力换算为梁支座边缘处内力计算截面位置左端轴线处内力跨中右端内力MVMVMVqMVMVMVMVMVMVMVMVMVqMVMVMVMVMVMVMVMVSGE-43.5981.8671.70-SGk-38.6372.5063.54-SQk-9.9218.7116.30-荷载类型Swk左风28.55-8.473.14-SEk右风-28.558.47-3.14-左震100.45-30.219.82-左端梁支座边缘处内力跨中右端左端梁支座边缘处调幅后内力跨中右端左端轴线处内力跨中右端-53.59-78.5226.73-27.2276.5171.70--47.40-69.5823.68-24.1367.7663.54--12.37-17.6.10-6.1817.4916.30--22.27-8.47-22.278.47--80.81-30.21-26.86-8.473.14--26.868.47-3.14-94.41-30.219.82--37.-73.17-23.1476.5171.70--33.48-.84-20.5167.7663.54--8.79-16.67-5.2517.4916.30--20.58-8.4726.86-8.473.14-20.588.47-26.868.47-3.14--74.77-30.2194.41-30.219.82--32.20-73.17-14.798.54-10.30--28.46-.84-12.977.16-9.21--7.47-16.67-3.632.76-2.18--20.58-8.478.28-7.0.00-20.588.47-8.287.0.00--74.77-30.2129.93-29.930.00-左端梁支座边缘处内力跨中右端左端梁支座边缘处调幅后内力跨中右端左端轴线处内力跨中-14.79-8.548.13-13.086.91-10.30--12.97-7.166.82-11.545.80-9.21---3.63-2.762.63-3.082.23-2.18-3.08-2.23-2.622.23-2.18--8.28-7.--8.287.-6.707.0.00--29.93-29.93-6.70-7.0.00-23.94-29.930.00--13.08-6.91-11.126.91-10.30--11.54-5.80-9.815.80-9.21--6.70-7.6.70-7.0.00--6.707.-6.707.0.006.707.-22.278.473.14--23.94-29.9323.94-29.930.00--11.12-6.91-53.5978.5271.70--9.81-5.80-47.4069.5863.54--2.62-2.23-12.3717.16.30--6.70-7.22.27-8.47-3.14--23.94-29.9380.81-30.21-9.82-力

右端MVqMVMVMVMVMVMV-43.59-81.8626.73-37.73.1771.70-左端梁支座边缘处内力跨中右端左端梁支座边缘处调幅后内力跨中右端-38.63-72.5023.68-33.48.8463.54--9.92-18.716.10-8.7916.6716.30--28.55-8.47-28.558.47--100.45-30.21-20.58-8.47-3.14--20.588.473.14-74.77-30.21-9.82--27.22-76.51-32.2073.1771.70--24.13-67.76-28.46.8463.54--6.18-17.49-7.4716.6716.30--26.86-8.4720.58-8.47-3.14-26.868.47-20.588.473.14--94.41-30.2174.77-30.21-9.82--23.14-76.51-20.51-67.76-5.25-17.49-26.86-8.4726.868.47-94.41-30.21SEk右震-100.4530.21-9.82-80.8130.21--94.4130.21-9.82-74.7730.21-94.4130.21-9.82-74.7730.21-29.9329.930.00-29.9329.93--23.9429.930.00-23.9429.93-23.9429.930.00-23.9429.93-80.8130.219.82-100.4530.21--74.7730.219.82-94.4130.21-74.7730.219.82-94.4130.21