钢管拱计算四

（六）中横梁应力、内力表表-7中横梁组合应力表单位:MPa荷载组合:恒载+汽车单元号节点号上缘最大应力上缘最小应力下缘最大应力下缘最小应力110.82000.410012.090009.7600123.57001.900010.150006.1900223.87002.140012.560008.2000236.10002.920011.360005.5500336.05002.880011.430005.6000348.31003.310011.090002.3500448.28003.290011.110002.3600458.98002.970011.580001.1900558.96002.960011.530001.1400569.06002.140012.660000.8200669.06002.150012.580000.7300678.60001.470013.600001.1500778.60001.480013.550001.0900788.20001.280013.760001.4900888.20001.290013.730001.4500897.74001.100013.820002.0000997.74001.100013.830002.02009107.70001.640012.770002.190010107.71001.630012.830002.260010117.80002.750010.860002.150011117.83002.760010.910002.210011127.62003.64009.27002.470012127.66003.66009.26002.480012135.72003.22009.29004.870013135.75003.25009.25004.830013143.98002.560010.010006.790014143.34002.00008.82005.860014151.13000.760010.260008.4700注：1.横梁最大应力用于验算砼压应力，组合中各分项系数均取1.0。2.横梁最小应力用于验算砼抗裂度，组合中汽车荷载系数为0.7，预应力系数为0.85（预制梁），其余各分项系数为1.0。表-8中横梁组合内力表荷载组合：恒载+汽车单元号节点号最大轴力（KN）最小轴力（KN）最大剪力（KN）最小剪力（KN）最大弯矩（KN-m）最小弯矩（KN-m）114255.933004255.93300779.03000349.86000-733.02200-779.52200124265.144004265.14400730.20000301.04000-337.90000-577.32200225269.677005269.67700675.22000246.06000-484.22200-723.64400235297.744005297.74400557.59000110.91000-159.20000-602.66600335297.288005297.28800508.8700081.13000-164.98800-608.44400345330.499005330.49900304.87000-112.78800175.12000-613.48800445335.622005335.62200309.66000-107.99900167.03000-621.57700455351.800005351.80000162.14000-217.55500280.22000-738.46600555352.466005352.46600154.39000-225.30000272.04000-746.65500565375.911005375.9110065.98000-305.61100292.32000-954.62200665380.744005380.7440090.72000-280.87700283.51000-963.43300675427.911005427.9110070.02000-302.32200216.88000-1148.88000775433.311005433.31100120.43000-251.91100210.82000-1154.88600785472.655005472.6550071.51000-288.18800157.36000-1226.66200885475.899005475.89900109.88000-249.81100154.84000-1229.11400895522.366005522.36600100.19000-272.1660084.24000-1281.88500995523.800005523.80000150.26000-222.0990086.06000-1280.002009105578.577005578.57700210.84000-160.75500100.75000-1146.2220010105572.000005572.00000266.09000-105.50000110.57000-1136.4400010115564.399005564.39900248.27000-148.63300186.53000-840.1110011115560.566005560.56600264.58000-132.31100198.49000-828.1550011125540.499005540.4990092.48000-325.16600217.11000-572.3330012125544.322005544.3220038.52000-379.13300225.90000-563.5440012135506.444005506.44400-218.32200-673.36600-134.15500-591.0440013135507.366005507.36600-253.47700-708.51100-130.01100-586.9000013145475.700005475.70000-414.94400-855.24400-489.84400-734.9660014144414.200004414.20000-491.66600-931.95500-380.82200-625.9440014154405.900004405.90000-550.57700-990.86600-847.02200-893.55500（七）端横梁应力、内力表表-9端横梁组合应力表单位:MPa荷载组合:恒载+汽车单元号节点号上缘最大应力上缘最小应力下缘最大应力下缘最小应力111.38001.34003.27003.2200122.13001.71002.91002.4900222.12001.70002.91002.4900232.19001.46003.16002.4300332.18001.44003.17002.4400342.02001.09003.54002.6200442.01001.08003.56002.6400452.03000.92003.77002.6600552.03000.91003.78002.6700562.19000.99003.71002.5300662.19000.99003.71002.5300672.18000.99003.69002.5000772.18000.99003.69002.5000782.06000.90003.75002.6000882.05000.90003.75002.6000891.78000.74003.91002.8900991.78000.74003.91002.89009101.65000.81003.85003.010010101.66000.82003.84003.000010111.71001.07003.55002.920011111.72001.08003.54002.910011121.56001.20003.41003.050012121.57001.21003.40003.040012130.85000.82003.71003.6700注：1.横梁最大应力用于验算砼压应力，组合中各分项系数均取1.0。2.横梁最小应力用于验算砼抗裂度，组合中汽车荷载系数为0.7，预应力系数为1.0（整体现浇），其余各分项系数为1.0。表-10端横梁组合内力表荷载组合：恒载+汽车单元号节点号最大轴力（KN）最小轴力（KN）最大剪力（KN）最小剪力（KN）最大弯矩（KN-m）最小弯矩（KN-m）116191.155006191.15500819.10000389.94000-968.14400-1014.66700126250.355006250.35500510.0700063.39000-211.39900-654.95500226245.511006245.51100388.11000-39.62000-222.16600-665.72200236293.499006293.4990036.30000-381.35500-162.79900-951.51100336293.655006293.6550036.28000-381.36600-179.15500-967.87700346346.044006346.04400-33.02000-412.71100-375.30000-1394.11000446361.744006361.7440072.06000-307.63300-394.49900-1413.33000456469.588006469.58800138.11000-233.48800-403.86600-1650.99200556479.844006479.84400244.70000-126.89900-414.46600-1661.55100566539.755006539.75500225.14000-147.21100-245.97700-1611.77600666539.933006539.93300225.11000-147.24400-247.39900-1613.11800676548.655006548.6550066.84000-292.85500-241.03300-1625.11300776548.833006548.8330066.84000-292.85500-242.46600-1626.55600786557.555006557.55500-95.26000-467.60000-380.24400-1746.44400886557.733006557.73300-95.28000-467.63300-381.66600-1747.88600896613.655006613.65500-113.04400-484.63300-722.91100-1969.99800996617.633006617.63300-3.99000-375.58800-722.40000-1969.448009106669.844006669.84400110.54000-286.35500-887.82200-1914.5560010106664.499006664.49900220.80000-176.10000-876.14400-1902.8880010116668.233006668.23300183.19000-234.45500-798.23300-1587.7770