02钢管拱计算书-4
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1、 (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110.82000.410012.09009.7600123.57001.900010.15006.1900223.87002.140012.56008.2000236.10002.920011.36005.5500336.05002.880011.43005.6000348.31003.310011.09002.3500448.28003.290011.11002.3600458.98002.970011.58001.1900558.96002.
2、960011.53001.1400569.06002.140012.66000.8200669.06002.150012.58000.7300678.60001.470013.60001.1500778.60001.480013.55001.0900788.20001.280013.76001.4900888.20001.290013.73001.4500897.74001.100013.82002.0000997.74001.100013.83002.02009107.70001.640012.77002.190010107.71001.630012.83002.260010117.8000
3、2.750010.86002.150011117.83002.760010.91002.210011127.62003.64009.27002.470012127.66003.66009.26002.480012135.72003.22009.29004.870013135.75003.25009.25004.830013143.98002.560010.01006.790014143.34002.00008.82005.860014151.13000.760010.26008.4700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
4、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)114255.93004255.9300779.0300349.8600-733.0200-779.5200124265.14004265.1400730.2000301.0400-337.9000-577.3200225269.67005269.6700675.2200246.0600-484.2200-723.6400235297.74005297.7
5、400557.5900110.9100-159.2000-602.6600335297.28005297.2800508.870081.1300-164.9800-608.4400345330.49005330.4900304.8700-112.7800175.1200-613.4800445335.62005335.6200309.6600-107.9900167.0300-621.5700455351.80005351.8000162.1400-217.5500280.2200-738.4600555352.46005352.4600154.3900-225.3000272.0400-74
6、6.6500565375.91005375.910065.9800-305.6100292.3200-954.6200665380.74005380.740090.7200-280.8700283.5100-963.4300675427.91005427.910070.0200-302.3200216.8800-1148.8000775433.31005433.3100120.4300-251.9100210.8200-1154.8600785472.65005472.650071.5100-288.1800157.3600-1226.6200885475.89005475.8900109.8
7、800-249.8100154.8400-1229.1400895522.36005522.3600100.1900-272.160084.2400-1281.8500995523.80005523.8000150.2600-222.090086.0600-1280.02009105578.57005578.5700210.8400-160.7500100.7500-1146.220010105572.00005572.0000266.0900-105.5000110.5700-1136.400010115564.39005564.3900248.2700-148.6300186.5300-8
8、40.110011115560.56005560.5600264.5800-132.3100198.4900-828.150011125540.49005540.490092.4800-325.1600217.1100-572.330012125544.32005544.320038.5200-379.1300225.9000-563.540012135506.44005506.4400-218.3200-673.3600-134.1500-591.040013135507.36005507.3600-253.4700-708.5100-130.0100-586.900013145475.70
9、005475.7000-414.9400-855.2400-489.8400-734.960014144414.20004414.2000-491.6600-931.9500-380.8200-625.940014154405.90004405.9000-550.5700-990.8600-847.0200-893.5500(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111.38001.34003.27003.2200122.13001.71002.91002.4900222.12001.700
10、02.91002.4900232.19001.46003.16002.4300332.18001.44003.17002.4400342.02001.09003.54002.6200442.01001.08003.56002.6400452.03000.92003.77002.6600552.03000.91003.78002.6700562.19000.99003.71002.5300662.19000.99003.71002.5300672.18000.99003.69002.5000772.18000.99003.69002.5000782.06000.90003.75002.60008
11、82.05000.90003.75002.6000891.78000.74003.91002.8900991.78000.74003.91002.89009101.65000.81003.85003.010010101.66000.82003.84003.000010111.71001.07003.55002.920011111.72001.08003.54002.910011121.56001.20003.41003.050012121.57001.21003.40003.040012130.85000.82003.71003.6700注:1. 横梁最大应力用于验算砼压应力，组合中各分项系数
12、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)116191.15006191.1500819.1000389.9400-968.1400-1014.6700126250.35006250.3500510.070063.3900-211.3900-654.9500226245.51006245.5100388.1100-39.6200-222.160
13、0-665.7200236293.49006293.490036.3000-381.3500-162.7900-951.5100336293.65006293.650036.2800-381.3600-179.1500-967.8700346346.04006346.0400-33.0200-412.7100-375.3000-1394.1000446361.74006361.740072.0600-307.6300-394.4900-1413.3000456469.58006469.5800138.1100-233.4800-403.8600-1650.9200556479.84006479
14、.8400244.7000-126.8900-414.4600-1661.5100566539.75006539.7500225.1400-147.2100-245.9700-1611.7600666539.93006539.9300225.1100-147.2400-247.3900-1613.1800676548.65006548.650066.8400-292.8500-241.0300-1625.1300776548.83006548.830066.8400-292.8500-242.4600-1626.5600786557.55006557.5500-95.2600-467.6000
15、-380.2400-1746.4400886557.73006557.7300-95.2800-467.6300-381.6600-1747.8600896613.65006613.6500-113.0400-484.6300-722.9100-1969.9800996617.63006617.6300-3.9900-375.5800-722.4000-1969.48009106669.84006669.8400110.5400-286.3500-887.8200-1914.560010106664.49006664.4900220.8000-176.1000-876.1400-1902.880010116668.23006668.2300183.1900-234.4500-798.2300-1587.770011116669.13006669.1300165.1900-252.4600-783.7100-1573.250011126696.02006696.0200-184.3600-639.3900-975.9900-1432.970012126695.60006695.6000-292.8300-747.8600-966.8800-1423.850012136625.19006625.1900-641.0500-1081.340-1843.520-1890.0600
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