滚装船总纵强度计算书

'www.tribon.cn三峡水利枢纽右岸电站重、大件设备滚装船总纵强度计算书VCS4214-110-004JS标记数量修改单号签字日期图样标记总面积m2编制标检校对打字审核第1页共47页审定长江船舶设计院批准日期 总纵强度计算书VCS4214-110-004JS第2页1.总述1.1船舶用途本船主要用于三峡水利枢纽右岸电站重、大件设备的运输，同时兼顾向家坝重、大件设备运输及长江航道载货汽车（载运在油箱内备有自用燃油、且闪点超过60°C(闭杯试验)的载货汽车及乘客，其中乘客为司机及随车工作人员。）和其它件杂货的运营。1.2主要技术性能参数总长Loa(船体总长)108.00m总长(加跳板后,跳板与水线成300夹角)约117.20m水线长Lwl107.00m垂线间长Lbp105.00m载车甲板长108.00m载车处所长L95.50m型深D4.20m吃水d2.20m型宽B19.20m全船肋距0.50m纵骨间距300mm/600mm载车数49车跳板长14.0m主机额定功率440kW×3台主机额定转速1200rpm主发电机75kW×1500r/min×3台停泊发电机24kW×1500r/min×1台续航力120小时1.3计算说明计算中取7个横剖面进行校核，分别为＃5、＃31、＃63、＃105、＃175、＃196，对其剖面模数的计算见下各表；分别对装载水轮机转轮、装载水轮机顶盖、装载载重汽车及空载四种状态进行计算，其中装载水轮机转轮、水轮机顶盖分为两种情况即：平板车中心在＃131、平板车前轮在首部。分为两个表且表中结果为个计算点在各状态下的应力最大值。 总纵强度计算书VCS4214-110-004JS第3页2、实际各计算剖面剖面模数：2.1＃5(附图1)序号构件名称规格距BL(m)面积(cm2)静矩(cm2．m)惯性矩(cm2．m2)对BL自身1平板龙骨10×13001.98130257.4509.652船底板10×83151.98831.51646.373259.813中内龙骨0.5×⊥2.2739.288.98201.994旁内龙骨5×⊥2.22305061113.25舷侧外板10×7123.4671.2246.35852.3813.46纵舱壁6×23613.28141.66464.641524.0365.87甲板板12×96004.5711525264.6424059.48甲板纵骨27×L125×80×124.42630.482786.7212317.319甲板纵桁2.5×⊥4.4112492.82168.3210舷侧顶列板18×5504.1499409.861696.82ΣA=3437.04BBL=12163.77CBL=47782.13中和轴距基线的距离：eBL===3.54m惯性矩：I=2（CBL-eBL2A）=2(47782.13－3.542×3437.04)=9310.05cm2．m2 W船底===2630.68cm2.mW甲板===14085.34cm2.m总纵强度计算书VCS4214-110-004JS第4页2.2.＃31(附图2)序号构件名称规格距BL(m)面积(cm2)静矩(cm2．m)惯性矩(cm2．m2)对BL自身1平板龙骨10×13000.1130131.32船底板10×12750.61127.577.7847.443船底板10×18050.81180.5146.21118.434船底板10×11800.4711855.4626.075船底板10×15940.18159.428.695.166船底板10×40321.64403.2661.251084.457中内龙骨0.5×⊥1.0260.461.6162.848旁内龙骨4×⊥0.9908172.99舷侧外板8×11153.3856.3190.29643.199.2410纵壁6×37302.44223.8546.071332.42259.511水平桁⊥2.42048115.212纵壁6×36252.57217.5558.981436.57238.213水平桁⊥2.42048115.2 14纵壁6×40752.38244.5581.911384.95338.315水平桁⊥2.42048115.216甲板板12×96004.411158.65109.4322532.5717甲板纵骨27×L125×80×124.31630.482717.3711711.8618甲板纵桁4×⊥4.322.496.32414.1819舷侧顶列板18×5504.1499409.861696.82ΣA=3981.58BBL=11479.21CBL=43761.97中和轴距舯的距离：eBL===2.88m惯性矩：I=2（CBL-eBL2A）=2(43761.97－2.882×3981.58)=21332.96cm2．m2W船底===7399.36cm2.mW甲板===16199.13cm2.m总纵强度计算书VCS4214-110-004JS第5页2.3＃63(附图3)序号构件名称规格距BL(m)面积(cm2)静矩(cm2．m)惯性积(cm2．m2)对BL自身1平板龙骨10×13000130002船底板10×67250672.5003旁纵桁6×(10×800)0.42409638.44船底纵骨8×L80×50×60.0660.483.630.225舭列板10×15660.56156.687.7049.116舷侧板10×24802.38248590.241404.77127.17舷侧纵桁⊥2.28232.5530.11208.638纵壁6×38752.420.549.2118.08290.99纵壁6×34502.53207523.711324.99205.310内底7×84000.8588470.4376.3211内底纵骨7×L80×50×60.7552.9239.6929.7712甲板板12×96554.361158.65051.5022024.5213甲板纵骨24×L125×80×124.26560.422387.3910170.28 14甲板纵桁3.5×⊥4.25156.8666.42832.215舷侧顶列板18×5503.8999385.111498.08ΣA=4583.32BBL=10881.06CBL=41698.66中和轴距舯的距离：eBL===2.37m惯性矩：I=2（CBL-eBL2A）=2(41698.66－2.372×4583.32)=31732.82cm2．m2W船底===13366.5cm2.mW甲板===17378.86cm2.m 总纵强度计算书VCS4214-110-004JS第6页2.4＃105(附图4)序号构件名称规格距BL(m)面积(cm2)静矩(cm2．m)惯性积(cm2．m2)对BL自身1平板龙骨10×13000130002船底板10×70000560003中纵桁0.5×(10×800)0.440166.42.134旁纵桁2×(10×800)0.41606425.68.535船底纵骨12×L80×50×60.0690.725.440.336舭列板10×16400.4216468.8828.937舷侧板8×24582.32245.8570.261322.99998舷侧纵桁⊥2.420.549.2118.089舷侧顶列板18×5503.9599391.051544.651.3910纵壁6×41572.11249.5526.451110.80359.211水平桁⊥2.42048115.212甲板板12×96004.311524953.621300.4813甲板纵骨27×L125×80×124.2630.482648.0211121.6714甲板纵桁2.5×⊥4.15112464.81928.9215内底7×72000.8504403.2322.5616内底纵骨9×L80×50×60.7868.0453.0741.40A=4246.04BBL=10261.96CBL=39458.25中和轴距舯的距离：eBL===2.417m惯性矩：I=2（CBL-eBL2A）=2(39458.25－2.4172×4246.04)=29313.64cm2．m2W船底===12128.96cm2.mW甲板===16439.07cm2.m 总纵强度计算书VCS4214-110-004JS第7页2.5.＃132(附图5)序号构件名称规格距BL(m)面积(cm2)静矩(cm2．m)惯性积(cm2．m2)对BL自身1平板龙骨10×13000130002船底板10×70000560003旁纵桁0.5×(10×800)0.440166.42.134旁纵桁2×(10×800)0.41606425.68.535船底纵骨12×L80×50×60.0690.725.440.336舭列板10×16400.4216468.8828.937舷侧板8×24582.32245.8570.261322.99998舷侧纵桁⊥2.420.549.2118.089舷侧顶列板10×5503.9599391.051544.651.3910纵壁6×41572.11249.5526.451110.80359.211水平桁⊥2.42048115.212甲板板12×96004.311524953.621300.4813甲板纵骨27×L125×80×124.2630.482648.0211121.6714甲板纵桁2.5×⊥4.15112464.81928.9215内底7×72000.8504403.2322.5616内底纵骨9×L80×50×60.7868.0453.0741.40A=4246.04BBL=10261.96CBL=39458.25中和轴距舯的距离：eBL===2.417m惯性矩：I=2（CBL-eBL2A）=2(39458.25－2.4172×4246.04)=29313.64cm2．m2 W船底===12128.96cm2.mW甲板===16439.07cm2.m总纵强度计算书VCS4214-110-004JS第8页2.6.＃175(附图6)序号构件名称规格距BL(m)面积(cm2)静矩(cm2．m)惯性积(cm2．m2)对BL自身1平板龙骨10×13000130002船底板10×70000560003旁纵桁0.5×(10×800)0.440166.42.134旁纵桁2×(10×800)0.41606425.68.535船底纵骨12×L80×50×60.0690.725.440.336舭列板10×16400.4216468.8828.937舷侧板8×24582.32245.8570.261322.99998舷侧纵桁⊥2.420.549.2118.089舷侧顶列板10×5503.9599391.051544.651.3910纵壁6×41572.11249.5526.451110.80359.211水平桁⊥2.42048115.212甲板板12×96004.311524953.621300.4813甲板纵骨27×L125×80×124.2630.482648.0211121.6714甲板纵桁2.5×⊥4.15112464.81928.9215内底7×72000.8504403.2322.5616内底纵骨9×L80×50×60.7868.0453.0741.40A=4246.04BBL=10261.96CBL=39458.25中和轴距舯的距离：eBL===2.417m 惯性矩：I=2（CBL-eBL2A）=2(39458.25－2.4172×4246.04)=29313.64cm2．m2W船底===12128.96cm2.mW甲板===16439.07cm2.m总纵强度计算书VCS4214-110-004JS第9页2.7.＃196(附图7)序号构件名称规格距BL(m)面积(cm2)静矩(cm2．m)惯性积(cm2．m2)对BL自身1平板龙骨10×13000.0813010.40.832船底板8×72700.27581.6157.0342.403旁内龙骨2×⊥0.5247.224.5412.764纵骨8×L80×50×60.4160.4824.8010.175舷侧外板8×28252.31226522.061205.96256.36纵壁6×36752.38220.5524.791249248.27水平桁⊥2.42048115.28纵壁6×40532.26243.2549.631242.17332.99水平桁⊥2.42048115.210纵壁6×42252.2253.5557.71226.94377.111水平桁⊥2.42048115.212纵壁6×42412.2254.5559.91231.78381.413水平桁⊥2.42048115.214甲板板12×96004.3211524976.6421499.0815甲板纵骨27×L125×80×124.22630.482660.6311227.8416舷侧顶列板8×5504.1499409.861696.82 A=3978.46BBL=11169.98CBL=42702.45中和轴距舯的距离：eBL===2.81m惯性矩：I=2（CBL-eBL2A）=2(42702.45－2.812×3978.46)=22682.92cm2．m2W船底===8079.07cm2.mW甲板===16290.68cm2.m总纵强度计算书VCS4214-110-004JS第10页 2.8.各计算剖面附图附图1附图2总纵强度计算书VCS4214-110-004JS第11页 附图3附图4总纵强度计算书VCS4214-110-004JS第12页 附图5附图6总纵强度计算书VCS4214-110-004JS第13页 附图7总纵强度计算书VCS4214-110-004JS第14页 3.空船重量分布及各种装载情况重量分布：说明：表中纵向位置均是距艏垂线的距离垂向位置均是距基线的距离3.1空船重量分布序号项目重量（吨）纵向位置垂向位置尾端点（m）首端点（m）重心（m）重心（m）1艉-#31立体分段171.10-2.0015.507.383.072#31-#63立体分段148.3015.5031.5022.462.193#63-#105立体分段228.7031.5052.5041.402.134#105-#132立体分段148.8052.5066.0059.052.135#132-#175立体分段229.3066.0087.5076.502.136#175-#196立体分段97.1087.5098.0091.752.507#196-艏立体分段61.4098.00106.00101.003.178艇甲板及下围壁67.6027.5052.0041.508.239游步甲板及下围壁23.5036.0051.0043.2511.1710居住甲板及下围壁22.1036.0051.0045.1913.3511驾驶甲板及下围壁15.3041.0052.5046.7315.6512顶棚甲板及下围壁12.5044.0052.5047.9818.1213栏杆、舷墙5.00-2.00106.0046.2510.8014消防、救生设备7.50-2.00106.0050.0010.7015门窗梯盖13.40-2.00106.0050.7511.7016主机座8.9015.5022.5018.500.7017舵系11.80-2.002.50-0.422.5018木作装修50.0015.0055.0050.7512.4019系泊15.50-2.00106.0047.755.4020锚系43.40-2.00106.0097.754.5021起锚起跳设备及跳板188.00106.00106.00106.005.2022桅杆0.642.0052.0047.0021.0023舱室设备12.0027.5055.0050.2512.4024系固8.50-2.00106.0047.754.4025防滑条8.40-2.00106.0050.754.4026螺旋桨1.800.005.002.001.1027艉柱结构1.802.004.002.501.2028海水箱结构0.7022.024.0023.000.6629污水阱结构0.2031.5087.5050.000.1330主甲板挡板结构0.20-2.00106.0053.504.3031轴系机械制动器底座0.3016.0016.5016.000.4032船名灯座0.2047.0050.0048.5016.8033卫生间钢结构0.9037.0045.0040.0014.0034雷达天线底座0.1048.0049.0048.5024.6035探照灯底座0.1051.0052.0051.5018.75总纵强度计算书VCS4214-110-004JS第15页 序号项目重量（吨）纵向位置垂向位置尾端点（m）首端点（m）重心（m）重心（m）36舷灯座0.1048.0049.0048.5018.9137投光灯座0.0144.0045.0044.5014.0038驾驶甲板首部格栅1.9051.0052.0051.5017.2039工作艇搁架1.4038.0042.0040.009.2040机舱花钢板8.2015.5031.5023.501.3041推舵装置底座0.30-2.002.50-0.422.5042各种底座5.00-2.00106.0025.251.3043焊条36.00-2.00106.0047.774.0644油漆12.00-2.00106.0047.774.0645储备90.00-2.00106.0049.004.6346轮机140.0015.5031.5025.002.5047电气30.00-2.00106.0045.309.2048通机17.00-2.00106.0041.727.40空船重量1946.453.8564.135 总纵强度计算书VCS4214-110-004JS第16页3.2各种装载情况重量分布3.2.1装载水轮机转轮出港（平板车中心在#131）序号项目重量（吨）纵向位置垂向位置尾端点（m）首端点（m）重心（m）重心（m）1牵引车51.0076.5085.5080.607.332平板车641.2056.5074.5065.507.8253推车41.0045.5053.5050.407.334船员1.6947.0052.0049.5015.505燃油4031.5036.0033.751.536粮食3.0040.0045.0042.5010.157淡水30.0066.0069.0067.501.1988空船重量1946.453.8564.135排水量2754.3056.8525.0453.2.2装载水轮机转轮到港（平板车中心在#131）序号项目重量（吨）纵向位置垂向位置尾端点（m）首端点（m）重心（m）重心（m）1牵引车51.0076.5085.5080.607.332平板车641.2056.5074.5065.507.8253推车41.0045.5053.5050.407.334船员1.6947.0052.0049.5015.505燃油4.0031.5036.0033.500.906粮食0.3040.0045.0042.5010.157淡水3.0066.0069.0067.500.278空船重量1946.453.8564.135排水量2688.6057.0695.123 总纵强度计算书VCS4214-110-004JS第17页3.2.3装载水轮机转轮出港（平板车前轮在船艏）序号项目重量（吨）纵向位置垂向位置尾端点（m）首端点（m）重心（m）重心（m）1牵引车51.00106.00106.00106.007.332平板车641.2088.00106.0097.007.8253推车41.0077.0085.0081.907.334船员1.6947.0052.0049.5015.505燃油4031.5036.0033.751.536粮食3.0040.0045.0042.5010.157淡水30.0066.0069.0067.501.1988空船重量1907.4052.8614.095排水量2715.3064.5875.0293.2.4装载水轮机转轮到港（平板车前轮在船艏）序号项目重量（吨）纵向位置垂向位置尾端点（m）首端点（m）重心（m）重心（m）1牵引车51.00106.00106.00106.007.332平板车641.2088.00106.0097.007.8253推车41.0077.0085.0081.907.334船员1.6947.0052.0049.5015.505燃油4.0031.5036.0033.500.906粮食0.3040.0045.0042.5010.157淡水3.0066.0069.0067.500.278空船重量1907.4052.8614.095排水量2649.6064.9995.109 总纵强度计算书VCS4214-110-004JS第18页3.2.5装载水轮机顶盖出港（平板车中心在#131）序号项目重量（吨）纵向位置垂向位置尾端点（m）首端点（m）重心（m）重心（m）1牵引车51.0076.5085.5080.607.332平板车302.7056.5074.5065.507.403推车41.0045.5053.5050.407.334船员1.6947.0052.0049.5015.505燃油4031.5036.0033.751.536粮食3.0040.0045.0042.5010.157淡水30.0066.0069.0067.501.1988压载水舱1、479.502.5015.509.5262.9549压载水舱7、8200.0073.5087.5080.501.70310压载水舱9、1059.0087.5098.0092.5370.52511空船重量1946.453.8564.135排水量2754.3056.9054.2563.2.6装载水轮机顶盖到港（平板车中心在#131）序号项目重量（吨）纵向位置垂向位置尾端点（m）首端点（m）重心（m）重心（m）1牵引车51.0076.5085.5080.607.332平板车302.7056.5074.5065.507.403推车41.0045.5053.5050.407.334船员1.6947.0052.0049.5015.505燃油4.0031.5036.0033.500.906粮食0.3040.0045.0042.5010.157淡水3.0066.0069.0067.500.278压载水舱1、479.502.5015.509.5262.9549压载水舱7、8200.0073.5087.5080.501.70310压载水舱9、1059.0087.5098.0092.5370.52511空船重量1946.453.8564.135排水量2688.6057.1234.316 总纵强度计算书VCS4214-110-004JS第19页3.2.7装载水轮机顶盖出港（平板车前轮在船艏）序号项目重量（吨）纵向位置垂向位置尾端点（m）首端点（m）重心（m）重心（m）1牵引车51.00106.00106.00106.007.332平板车302.7088.00106.0097.007.403推车41.0077.0085.0081.907.334船员1.6947.0052.0049.5015.505燃油4031.5036.0033.751.536粮食3.0040.0045.0042.5010.157淡水30.0066.0069.0067.501.1988压载水舱1、479.502.5015.509.5262.9549压载水舱7、8200.0073.5087.5080.501.70310压载水舱9、1059.0087.5098.0092.5370.52511空船重量1907.4052.8614.095排水量2715.3060.7144.233.2.8水轮机顶盖到港（平板车前轮在船艏）序号项目重量（吨）纵向位置垂向位置尾端点（m）首端点（m）重心（m）重心（m）1牵引车51.00106.00106.00106.007.332平板车302.7088.00106.0097.007.403推车41.0077.0085.0081.907.334船员1.6947.0052.0049.5015.505燃油4.0031.5036.0033.500.906粮食0.3040.0045.0042.5010.157淡水3.0066.0069.0067.500.278压载水舱1、479.502.5015.509.5262.9549压载水舱7、8200.0073.5087.5080.501.70310压载水舱9、1059.0087.5098.0092.5370.52511空船重量1907.4052.8614.095排水量2649.6061.034.289 总纵强度计算书VCS4214-110-004JS第20页3.2.9装载载重货车出港序号项目重量（吨）纵向位置垂向位置尾端点（m）首端点（m）重心（m）重心（m）1载重货车1600.002.5098.0059.957.102船员1.6947.0052.0049.5015.503旅客11.2537.0051.0042.9011.454燃油40.0031.5036.0033.751.535粮食3.0040.0045.0042.5010.156淡水30.0066.0069.0067.501.1987空船重量1946.4053.8564.135排水量3632.4056.3865.4213.2.10装载载重货车到港序号项目重量（吨）纵向位置垂向位置尾端点（m）首端点（m）重心（m）重心（m）1载重货车1600.002.5098.0059.957.102船员1.6947.0052.0049.5015.503旅客11.2537.0051.0042.9011.454燃油4.0031.5036.0033.500.905粮食0.3040.0045.0042.5010.156淡水3.0066.0069.0067.500.277空船重量1946.4053.8564.135排水量3566.7056.5415.487 总纵强度计算书VCS4214-110-004JS第21页3.2.11空载出港序号项目重量（吨）纵向位置垂向位置尾端点（m）首端点（m）重心（m）重心（m）1船员1.6947.0052.0049.5015.502燃油4031.5036.0033.751.533粮食3.0040.0045.0042.5010.154淡水30.0066.0069.0067.501.1985压载水舱5、6155.0052.5066.0059.251.336压载水舱7、8185.0087.5098.0091.751.557空船重量1946.4053.8564.135排水量2361.1056.9953.6833.2.12空载到港序号项目重量（吨）纵向位置垂向位置尾端点（m）首端点（m）重心（m）重心（m）1船员1.6947.0052.0049.5015.502燃油4.0031.5036.0033.500.903粮食0.3040.0045.0042.5010.154淡水3.0066.0069.0067.500.275压载水舱5、6155.0052.5066.0059.251.336压载水舱7、8185.0087.5098.0091.751.557空船重量1946.4053.8564.135排水量2295.4057.2533.736 总纵强度计算书VCS4214-110-004JS第22页4．十二种状态计算结果如下：由《川江及三峡刻库区标准型载货汽车滚装船建造规范》、《钢制内河船舶船体结构直接计算指南》、《内规》计算波浪弯矩：由内规12.2.2.1Mv=αKL2B(Cb+1.2)10-3始终：α=1.0（装载载重货车及空载时）α=0.87（装载重大件设备时）K=-2.12L+340=117.4B=19.2在船中部0.25L范围内应保持不变，船长两端趋于零。装载水轮机转轮出港（平板车中心处于#131时）纵向位置(m)静水剪力静水弯矩波浪弯矩合成弯矩肋位号距艏垂线(t)(kN)(t-m)(kN-m)(kN-m)(kN-m)F-4-2.0000.00.00.00.00.00F00.00028.40279.022.50220.50.0220.5F52.50060.3591.5126.11236.62724.93961.5F105.00084.8831.8301.12953.35449.88403.1F3015.000109.31071.81351.313251.916349.329601.2F3115.500105.91038.61403.513763.716894.330658F4522.50081.5799.62062.220223.224524.044747.2F5527.50045.3443.82365.423197.129973.853170.9F6331.50020.5200.72483.024349.834333.658683.4F7236.0001.413.32518.124694.039238.463932.4F8040.000-40.8-399.82424.623776.842916.8466693.64F8241.000-50.1-491.22375.923299.242916.8466216.04F8442.000-57.9-567.62318.622737.742916.8465654.54F8844.000-73.4-720.02180.721384.942916.8464301.74F9045.000-79.1-776.12101.120604.942916.8463521.74F10251.000-89.8-881.01552.415223.742916.8458140.54F10452.000-89.8-880.31459.214310.342916.8457227.14F10552.500-92.5-907.51412.013847.342916.8456764.14F11055.000-115.6-1133.51149.711274.642916.8454191.44F11356.500-142.6-1398.1951.29328.342916.8452245.14F13266.00017.9175.5337.83312.742508.345821F13869.000100.5985.2505.74959.339238.444197.7F17587.5000.54.62566.625170.019074.244244.2F19698.000-183.2-1796.31593.315625.17629.723254.8F210105.000-193.8-1900.4194.01902.90.01902.9F212106.000-188.0-1843.80.00.00.00 总纵强度计算书VCS4214-110-004JS第23页装载水轮机转轮到港（平板车中心处于#131时）纵向位置(m)静水剪力静水弯矩波浪弯矩合成弯矩肋位号距艏垂线(t)(kN)(t-m)(kN-m)(kN-m)(kN-m)F-4-2.0000.00.00.00.00.00F00.00028.4279.022.2217.50.0217.5F52.50060.4592.1125.51230.42720.83951.2F105.00085.2835.9300.72948.45441.58389.9F3015.000116.51142.21381.813551.316324.629875.9F3115.500113.51113.21437.714098.616868.730967.3F4522.50095.2933.22169.421274.424486.945761.3F5527.50063.3620.72551.025017.029928.454945.4F6331.50042.0412.22747.226940.634281.661222.2F7236.000-9.2-90.02806.527522.03917966701F8040.000-47.9-469.92677.026252.74285269104.7F8241.000-57.0-558.52621.225705.04285268557F8442.000-64.5-632.22557.125076.14285267928.1F8844.000-79.5-779.32406.223596.64285266448.6F9045.000-84.9-832.92320.622757.14285265609.1F10251.000-91.0-892.51750.217163.74285260015.7F10452.000-90.2-884.51656.116241.04285259093F10552.500-92.6-908.11608.715776.14285258628.1F11055.000-113.8-1116.31348.113220.64285256072.6F13266.00027.1265.4595.65840.442443.948284.3F13869.00084.5828.7752.87382.83917946561.8F17587.500-5.5-54.22611.925614.219045.344659.5F19698.000-184.7-1811.41598.315674.37618.123292.4F210105.000-193.8-1900.4194.21904.30.01904.3F212106.000-188.0-1843.90.00.00.00 总纵强度计算书VCS4214-110-004JS第24页装载水轮机转轮出港（平板车前轮在船艏）纵向位置(m)静水剪力静水弯矩波浪弯矩合成弯矩肋位号距艏垂线(t)(kN)(t-m)(kN-m)(kN-m)(kN-m)F-4-2.0000.00.00.00.00.00F00.00028.4278.568.0667.20.0667.2F52.50061.1599.6229.22247.52719.44966.9F105.00089.6878.3467.44583.45438.710022.1F3015.000175.51720.62036.919975.616316.236291.8F3115.500176.91735.12134.820935.416860.137795.5F4522.500221.02167.13693.136216.524474.360690.8F5527.500229.12246.74920.048249.02991378162F6331.500236.62320.05929.858151.83426492415.8F7236.000249.22443.57113.369757.739158.9108916.6F8040.000230.62261.48150.979932.742830122762.7F8241.000226.42220.78398.982365.542830125195.5F8442.000223.52192.18643.584763.642830127593.6F8844.000216.92126.79123.089466.342830132296.3F9045.000215.12109.79358.691776.342830134606.3F10251.000200.01961.410721.8105145.242830147975.2F10452.000195.21913.910939.0107274.742830150104.7F10552.500189.51858.411044.9108313.742830151143.7F11055.000161.51583.811532.8113098.342830155928.3F13266.000-51.1-501.612402.4121625.742422.1164047.8F13869.000-83.7-821.012259.5120224.639158.9159383.5F15477.000-266.1-2609.811031.7108183.930456.9138640.8F17587.500-499.2-4895.57269.771291.519035.690327.1F19698.000-434.3-4259.32541.924927.67614.232541.8F210105.000-240.6-2359.9200.51966.00.01966F212106.000-200.0-1961.3-0.3-3.00.0-3 总纵强度计算书VCS4214-110-004JS第25页装载水轮机转轮到港（平板车前轮在船艏）纵向位置(m)静水剪力静水弯矩波浪弯矩合成弯矩肋位号距艏垂线(t)(kN)(t-m)(kN-m)(kN-m)(kN-m)F-4-2.0000.00.00.00.00.00F00.00028.4278.569.9685.40.0685.4F52.50061.2600.1233.42288.92716.65005.5F105.00089.9881.3474.34651.55433.310084.8F3015.000179.71761.92070.120301.216299.836601F3115.500181.51780.32170.721287.216843.138130.3F4522.500231.82273.73789.537162.324449.761612F5527.500244.52398.25086.849884.92988379767.9F6331.500255.82508.26169.660503.634229.694733.2F7236.000236.52319.67372.172295.639119.5111415.1F8040.000221.62173.18370.182083.142787124870.1F8241.000217.82135.88610.384438.442787127225.4F8442.000215.22110.58847.386762.542787129549.5F8844.000209.22051.59312.791326.742787134113.7F9045.000207.82037.69541.793572.142787136359.1F10251.000197.61937.710881.4106709.842787149496.8F10452.000193.51897.911097.4108828.642787151615.6F10552.500188.31846.311203.1109865.042787152652F11055.000162.21590.611692.7114666.042787157453F13266.000-42.6-418.012624.1123800.442379.5166179.9F13869.000-100.2-983.112472.1122309.139119.5161428.6F15477.000-277.8-2724.811139.1109237.130426.3139663.4F17587.500-505.5-4956.97293.371523.119016.490539.5F19698.000-436.2-4277.52533.824847.67606.632454.2F210105.000-240.7-2360.4193.01893.20.01893.2F212106.000-200.0-1961.3-6.8-66.90.0-66.9 总纵强度计算书VCS4214-110-004JS第26页装载水轮机顶盖出港（平板车中心处于#131时）纵向位置(m)静水剪力静水弯矩波浪弯矩合成弯矩肋位号距艏垂线(t)(kN)(t-m)(kN-m)(kN-m)(kN-m)F-4-2.0000.00.00.00.00.00F00.00028.4279.022.6221.30.0221.3F52.50060.3591.6126.31238.52724.93963.4F105.00097.2952.7316.63104.55449.88554.3F3015.000185.71820.71791.217565.516349.333914.8F3115.500186.11824.81882.518461.316894.335355.6F4522.500162.21590.33104.330443.124524.054967.1F5527.500126.21237.53811.737380.129973.867353.9F6331.500101.6996.44253.641713.134333.676046.7F7236.00082.7810.94654.445644.339238.484882.7F8040.00040.7399.34886.747922.342916.8490839.14F8241.00031.4308.14919.648244.342916.8491161.14F8442.00023.7232.04943.948482.842916.8491399.64F8844.0008.280.24969.148730.742916.8491647.54F9045.0002.524.34971.248751.342916.8491668.14F10251.000-8.1-79.74912.848178.242916.8491095.04F10452.000-8.0-78.94901.448066.642916.8490983.44F10552.500-10.8-106.04895.148004.542916.8490921.34F11055.000-33.9-332.04837.247436.642916.8490353.44F13266.000-79.1-776.14075.939970.542916.8482887.34F13869.000-53.1-520.33868.137932.842508.380441.1F17587.500-57.4-562.42853.727985.139238.467223.5F19698.000-182.8-1792.61592.015612.319074.234686.5F210105.000-193.8-1900.4194.01902.47629.79532.1F212106.000-188.0-1843.80.00.00.00 总纵强度计算书VCS4214-110-004JS第27页装载水轮机顶盖到港（平板车中心处于#131时）纵向位置(m)静水剪力静水弯矩波浪弯矩合成弯矩肋位号距艏垂线(t)(kN)(t-m)(kN-m)(kN-m)(kN-m)F-4-2.0000.00.00.00.00.00F00.00028.4279.022.2217.80.0217.8F52.50060.4592.2125.51231.12720.83951.9F105.00097.6956.9315.93097.85441.58539.3F3015.000192.91891.31821.317861.116324.634185.7F3115.500193.71899.61916.318792.316868.735661F4522.500175.81724.13211.131490.024486.955976.9F5527.500144.31414.63996.939195.829928.469124.2F6331.500123.21208.24517.344299.934281.678581.5F7236.00072.2708.14942.448468.73917987647.7F8040.00033.6329.65138.950395.24285293247.2F8241.00024.6241.35164.650647.24285293499.2F8442.00017.1167.95182.050818.44285293670.4F8844.0002.221.35194.450939.94285293791.9F9045.000-3.3-32.15190.550901.24285293753.2F10251.000-9.2-90.75110.550116.94285292968.9F10452.000-8.4-82.75098.249996.34285292848.3F10552.500-10.8-106.25091.749932.44285292784.4F11055.000-32.1-314.35035.649382.14285292234.1F13266.000-69.9-685.74333.842499.642443.984943.5F13869.000-69.0-676.44115.440358.23917979537.2F17587.500-63.3-621.02899.328432.319045.347477.6F19698.000-184.3-1807.61597.215663.57618.123281.6F210105.000-193.8-1900.4194.21904.20.01904.2F212106.000-188.0-1843.80.00.00.00 总纵强度计算书VCS4214-110-004JS第28页装载水轮机顶盖出港（平板车前轮在船艏）纵向位置(m)静水剪力静水弯矩波浪弯矩合成弯矩肋位号距艏垂线(t)(kN)(t-m)(kN-m)(kN-m)(kN-m)F-4-2.0000.00.00.00.00.00F00.00028.4278.731.4307.70.0307.7F52.50060.8595.9146.41436.12720.84156.9F105.00099.8979.0351.23443.95441.58885.4F3015.000225.62212.02048.720090.416324.636415F3115.500228.62242.22162.821209.916868.738078.6F4522.500241.42367.43843.537691.724486.962178.6F5527.500229.42249.45029.949326.729928.479255.1F6331.500222.22178.75937.658227.734281.692509.3F7236.000220.42161.36940.468062.439179107241.4F8040.000191.21875.57767.776174.842852119026.8F8241.000184.81812.17956.978030.442852120882.4F8442.000179.71762.38140.379829.442852122681.4F8844.000169.11658.68491.683273.742852126125.7F9045.000165.71624.58660.284927.142852127779.1F10251.000143.01402.49591.494059.842852136911.8F10452.000137.41347.49732.895446.642852138298.6F10552.500131.41288.69800.796111.642852138963.6F11055.000102.31003.010095.999006.742852141858.7F13266.000-104.9-1028.910126.799309.242443.9141753.1F13869.000-133.1-1304.89773.995848.839179135027.8F17587.500-293.2-2875.85368.552646.619045.371691.9F19698.000-303.6-2977.02253.322097.17618.129715.2F210105.000-222.6-2182.8338.03314.80.03314.8F212106.000-200.0-1961.3128.11255.80.01255.8 总纵强度计算书VCS4214-110-004JS第29页装载水轮机顶盖到港（平板车前轮在船艏）纵向位置(m)静水剪力静水弯矩波浪弯矩合成弯矩肋位号距艏垂线(t)(kN-m)(t-m)(kN-m)(kN-m)(kN-m)F-4-2.0000.00.00.00.00.00F00.00028.4278.731.2305.80.0305.8F52.50060.8596.6146.01432.227184150.2F105.000100.2982.6651.03442.25436.18878.3F3015.000230.62261.12068.520285.216308.236593.4F3115.500234.12295.62185.221429.916851.838281.7F4522.500253.52485.73926.438505.224462.362967.5F5527.500246.22414.45184.550843.029898.380741.3F6331.500242.82381.56166.860475.734247.294722.9F7236.000209.32053.07190.970519.139139.7109658.8F8040.000183.91803.27981.078266.942809121075.9F8241.000177.81743.48162.980051.042809122860F8442.000173.01697.08339.481782.042809124591F8844.000163.11599.88677.885100.242809127909.2F9045.000160.01568.88840.586695.442809129504.4F10251.000142.31395.19752.195635.142809138444.1F10452.000137.41347.89893.097017.642809139826.6F10552.500131.81292.99960.997683.242809140492.2F11055.000104.61026.110259.4100610.442809143419.4F13266.000-94.9-930.210358.6101583.242401.3143984.5F13869.000-148.1-1452.39998.098047.039139.7137186.7F17587.500-298.6-2927.85407.953033.019026.272059.2F19698.000-304.9-2989.92258.022143.27610.529753.7F210105.000-222.6-2182.8338.83322.50.03322.5F212106.000-200.0-1961.3128.71262.50.01262.5 总纵强度计算书VCS4214-110-004JS第30页装载载重车出港纵向位置(m)静水剪力静水弯矩波浪弯矩合成弯矩肋位号距艏垂线(t)(kN)(t-m)(kN-m)(kN-m)(kN-m)F-4-2.0000.00.00.00.00.00F00.00027.4268.935.5348.50348.5F52.50056.1549.9150.91480.23177.84658F105.00089.2875.0344.73380.26355.69735.8F3015.000125.91234.51579.015484.519066.734551.2F3115.500123.11207.61643.116113.619702.235815.8F4522.500111.01088.82511.224626.92860053226.9F5527.50087.4857.33027.229686.634955.664642.2F6331.50075.5740.93366.533013.74004073053.7F7236.00074.3728.33719.736478.24576082238.2F7437.00067.7664.13794.537211.147031.184242.2F8040.00054.6535.83988.339112.05005089162F8241.00051.6506.24045.239669.75005089719.7F8442.00050.3493.34099.940206.15005090256.1F8844.00048.2472.54205.741243.45005091293.4F9045.00049.4484.44258.241758.65005091808.6F10251.00061.4602.34605.745166.65005095216.6F10452.00062.3610.74671.345809.95005095859.9F10552.50059.7585.14703.746127.45005096177.4F11055.00048.8478.24848.347545.35005097595.3F13266.000-51.1-501.04868.647744.249573.397317.5F13869.000-42.3-414.74739.546478.24576092238.2F17587.500-143.1-1403.73017.829595.022244.451839.4F19698.000-155.6-1525.81497.614686.08897.823583.8F210105.000-193.7-1899.7187.01833.701833.7F212106.000-188.0-1843.80.00.00.00 总纵强度计算书VCS4214-110-004JS第31页装载载重车到港纵向位置(m)静水剪力静水弯矩波浪弯矩合成弯矩肋位号距艏垂线(t)(kN)(t-m)(kN-m)(kN-m)(kN-m)F-4-2.0000.00.00.00.00.00F00.00028.1276.035.8350.90350.9F52.50057.9568.2153.81508.13174.74682.8F105.00092.6908.4353.53466.46349.39815.7F3015.000136.51338.21655.416234.11904835282.1F3115.500134.11314.81724.816914.819682.936597.7F4522.500127.11246.32685.826338.82857254910.8F5527.500107.21050.93290.132265.234921.367186.5F6331.50098.2963.43713.436415.840000.876416.6F7236.00064.2630.04094.240150.045715.285865.2F7437.00058.4572.94159.040786.046985.187771.1F8040.00047.5465.64327.542438.25000192439.2F8241.00044.6437.74377.142924.35000192925.3F8442.00043.5426.44424.643390.85000193391.8F8844.00041.7408.74516.644293.05000194294F9045.00043.0422.14562.544742.95000194743.9F10251.00059.1580.04882.847884.25000197885.2F10452.00060.7594.94946.248506.15000198507.1F10552.50058.4572.54977.848815.35000198816.3F11055.00049.1481.85120.750216.450001100217.4F13266.000-43.8-429.45181.050808.449524.8100333.2F13869.000-60.2-290.05035.449380.345715.295095.5F17587.500-150.6-1476.73077.330178.422222.752401.1F19698.000-157.7-1546.41504.914757.68889.123646.7F210105.000-193.7-1899.9187.21836.001836F212106.000-188.0-1843.90.00.00.00 总纵强度计算书VCS4214-110-004JS第32页空载出港纵向位置(m)静水剪力静水弯矩波浪弯矩合成弯矩肋位号距艏垂线(t)(kN)(t-m)(kN-m)(kN-m)(kN-m)F-4-2.0000.00.00.00.00.00F00.00028.4278.920.6201.90201.9F52.50060.5593.7122.01196.23113.14309.3F105.00086.3846.3296.52907.66226.29133.8F3015.000135.81331.41453.014249.318678.532927.8F3115.500134.11315.51518.414890.519301.134191.6F4522.500136.11334.42458.624110.928017.752128.6F5527.500120.01176.63079.930203.634243.964447.5F6331.500112.01097.93526.034577.839224.873802.6F7236.000112.11099.64011.839342.244828.384170.5F8040.00087.3856.14392.243072.549031.592104F8241.00082.3807.14472.843862.849031.592894.3F8442.00078.8773.14549.144611.649031.593643.1F8844.00071.9705.54691.446006.549031.595038F9045.00070.5691.74758.446663.949031.595695.4F10251.00063.5622.75130.650314.149031.599345.6F10452.00061.0598.45188.750883.549031.599915F10552.50056.7555.65216.051151.449031.5100182.9F11055.00064.9636.75357.452537.849031.5101569.3F13266.00033.5328.85867.957544.648564106108.6F13869.00022.1216.65938.958240.644828.3103068.9F17587.500-245.9-2411.43825.637516.321791.659307.9F19698.000-200.5-1966.01644.316124.78716.624841.3F210105.000-193.8-1900.4195.01912.101912.1F212106.000-188.0-1843.80.00.00.00 总纵强度计算书VCS4214-110-004JS第33页空载到港纵向位置(m)静水剪力静水弯矩波浪弯矩合成弯矩肋位号距艏垂线(t)(kN)(t-m)(kN-m)(kN-m)(kN-m)F-4-2.0000.00.00.00.00.00F00.00028.4278.820.6202.00202F52.50060.6594.3122.11197.031104307F105.00086.7849.9297.12913.36219.99133.2F3015.000141.41386.61478.014494.118659.833153.9F3115.500140.21375.01546.315164.119281.834445.9F4522.500148.51456.42551.225018.827989.753008.5F5527.500137.01344.03246.331834.934209.766044.6F6331.500132.71301.83768.036951.939185.676137.5F7236.000101.1991.04275.841931.544783.586715F8040.00079.8782.54619.145298.048981.894279.8F8241.00075.1736.74692.446016.448981.894998.2F8442.00072.0705.94761.746696.548981.895678.3F8844.00065.7644.44890.947963.348981.896945.1F9045.00064.6633.54951.948561.148981.897542.9F10251.00062.4611.95303.252006.248981.8100988F10452.00060.7595.15360.552568.648981.8101550.4F10552.50056.7556.15387.852835.848981.8101817.6F11055.00066.9655.75531.754247.048981.8103228.8F13266.00043.1422.76106.659885.448515.5108400.9F13869.0006.664.36168.760494.344783.5105277.8F17587.500-251.5-2466.53864.737899.721769.859669.5F19698.000-201.9-1979.71647.616157.98707.924865.8F210105.000-193.8-1900.4195.01912.001912F212106.000-188.0-1843.80.00.00.00 总纵强度计算书VCS4214-110-004JS第34页5.总纵强度计算总纵弯曲强度校核包括各工况在船中部0.4L范围及其以外的剖面的静水弯曲应力sS及波浪合成应力sV。本船甲板与船底剖面模数计算结果见上表2的计算。许用应力按《钢质内河船舶船体结构直接计算指南》（2002）有关要求。应力检验见下表：装载载重货车及空载时：甲板舯剖面模数x102cm3船底舯剖面模数x102cm3合成弯矩kN-m甲板处弯曲应力σ1（N/mm2）船底处弯曲应力σ1（N/mm2）#514085.342630.684682.8(装载载重货车出港)3.3217.80#3116199.137399.3636597.7(装载载重货车到港)22.5949.46#6317378.8613366.576416.6(装载载重货车到港)43.9757.17#10516439.0712128.96101817.6（空载到港）61.9483.95#13216439.0712128.96108400.9（空载到港）65.9489.37#17516439.0712128.9659669.5（空载到港）36.3049.20#1968079.0716290.6824865.8（空载到港）30.7815.26＜157＜157按《川江及三峡库区标准型载货汽车滚装船建造规范》（2004）2.2.3.6选校核区域应力最大点与σ2相加机舱弯曲应力：底部：σ1+σ2=57.17+62=119.17N/mm2＜181N/mm2甲板处：σ1+σ2=43.97+57=100.97N/mm2＜181N/mm2货舱弯曲应力：底部：σ1+σ2=89.37+62=151.37N/mm2＜181N/mm2甲板处：σ1+σ2=65.94+57=122.94N/mm2＜181N/mm2 总纵强度计算书VCS4214-110-004JS第35页装载重大件时：甲板舯剖面模数x102cm3船底舯剖面模数x102cm3合成弯矩kN-m甲板处弯曲应力σ1（N/mm2）船底处弯曲应力σ1（N/mm2）#514085.342630.685005.5(装载水轮机转轮到港，平板车在艏)3.5519.03#3116199.137399.3638281.7（装载水轮机顶盖到港，平板车在艏）23.6351.74#6317378.8613366.594733.2（装载水轮机转轮到港，平板车在艏）54.5170.87#10516439.0712128.96152652（装载水轮机转轮到港，平板车在艏）92.86125.86#13216439.0712128.96166179.9（装载水轮机转轮到港，平板车在艏）101.09137.01#17516439.0712128.9690539.5（装载水轮机转轮到港，平板车在艏）55.0874.65#1968079.0716290.6834686.5（装载水轮机顶盖出港，平板车在#131）42.9321.29＜157＜157按《川江及三峡库区标准型载货汽车滚装船建造规范》（2004）2.2.3.6选校核区域应力最大点与σ2相加机舱弯曲应力：底部：σ1+σ2=70.87+11=81.87N/mm2＜181N/mm2甲板处：σ1+σ2=54.51+12=66.51N/mm2＜181N/mm2货舱弯曲应力：底部：σ1+σ2=137.01+11=148.01N/mm2＜181N/mm2甲板处：σ1+σ2=101.09+12=113.09N/mm2＜181N/mm2 总纵强度计算书VCS4214-110-004JS第36页装载水轮机转轮出港（平板车中心在#131）序号站号主体钢料上层建筑舾装轮机电气通机其他牵引车及推车平板车船员及粮食燃油淡水压载水合计1艉~170.9022.810006.9　00　0　0　0　0100.6121~251.305.20006.9　00　0　0　0　063.432~351.0506.522.18006.9　00　0　0　0　066.6543~448.7021.4945.94006.9　00　0　0　0　0123.0354~548.7017.0345.94006.9　00　0　0　0　0118.5765~648.711.016.2145.94306.9　00　0　0　0　0131.7576~757.1716.814.0760306.9　00　0　400　0137.94687~857.1731.715.9760306.9　00　1.20　0　0115.94698~957.1742.214.7310306.9　10.90　1.890　0　0136.791109~1057.1739.316.6010306.9　25.30　1.6　0　0　0149.8711110~1157.8609.4160306.9　4.859.1　0　0　0　0141.0761211~1257.8605.2160306.90177.2　0　0　0　0250.1761312~1357.0605.2160306.90177.2　0　0　22.50271.8761413~145605.2160306.9　0177.20　0　7.5　0255.8161514~155605.2160306.9　10.550.50　0　0　0132.1161615~165605.2160006.9　31.500　0　0　099.6161716~1753.505.210006.9　900　0　0　074.611817~1848.505.2005.676.900　0　0　0　066.271918~1945.7505.2005.676.900　0　0　0　063.522019~艏47.9606.13005.676.90　0　0　0　0　066.6621艏00188.000000000000188.00 总纵强度计算书VCS4214-110-004JS第37页装载水轮机转轮到港（平板车中心在#131）序号站号主体钢料上层建筑舾装轮机电气通机其他牵引车及推车平板车船员及粮食燃油淡水压载水合计1艉~170.9022.810006.9　00　0　0　0　0100.6121~251.305.20006.9　00　0　0　0　063.432~351.0506.522.18006.9　00　0　0　0　066.6543~448.7021.4945.94006.9　00　0　0　0　0123.0354~548.7017.0345.94006.9　00　0　0　0　0118.5765~648.711.016.2145.94306.9　00　0　0　0　0131.7576~757.1716.814.0760306.9　00　0　40　0101.94687~857.1731.715.9760306.9　00　0.120　0　0114.86698~957.1742.214.7310306.9　10.90　0.270　0　0135.171109~1057.1739.316.6010306.9　25.30　1.6　0　0　0149.8711110~1157.8609.4160306.9　4.859.1　0　0　0　0141.0761211~1257.8605.2160306.90177.2　0　0　0　0250.1761312~1357.0605.2160306.90177.2　0　0　2.250251.6261413~145605.2160306.9　0177.20　0　0.75　0249.0661514~155605.2160306.9　10.550.50　0　0　0132.1161615~165605.2160006.9　31.500　0　0　099.6161716~1753.505.210006.9　900　0　0　074.611817~1848.505.2005.676.900　0　0　0　066.271918~1945.7505.2005.676.900　0　0　0　063.522019~艏47.9606.13005.676.90　0　0　0　0　066.6621艏00188.000000000000188.00 总纵强度计算书VCS4214-110-004JS第38页装载水轮机转轮出港（平板车前轮在艏）序号站号主体钢料上层建筑舾装轮机电气通机其他牵引车及推车平板车船员及粮食燃油淡水压载水合计1艉~170.9022.810006.9　00　0　0　0　0100.6121~251.305.20006.9　00　0　0　0　063.432~351.0506.522.18006.9　00　0　0　0　066.6543~448.7021.4945.94006.9　00　0　0　0　0123.0354~548.7017.0345.94006.9　00　0　0　0　0118.5765~648.711.016.2145.94306.9　00　0　0　0　0131.7576~757.1716.814.0760306.9　00　0　400　0137.94687~857.1731.715.9760306.9　00　1.20　0　0115.94698~957.1742.214.7310306.9　00　1.890　0　0125.891109~1057.1739.316.6010306.9　00　1.6　0　0　0124.5711110~1157.8609.4160306.9　00　0　0　0　077.1761211~1257.8605.2160306.900　0　0　0　072.9761312~1357.0605.2160306.900　0　0　22.5094.6761413~145605.2160306.9　000　0　7.5　078.6161514~155605.2160306.9　6.8300　0　0　077.9461615~165605.2160006.9　27.3300　0　0　095.4461716~1753.505.210006.9　6.8345.80　0　0　0118.241817~1848.505.2005.676.90183.2　0　0　0　0249.471918~1945.7505.2005.676.90183.2　0　0　0　0246.722019~艏47.9606.13005.676.90　229　0　0　0　0295.6621艏00110.500005100000161.522艏-艏+7m0038.75000000000038.75 总纵强度计算书VCS4214-110-004JS第39页装载水轮机转轮到港（平板车前轮在艏）序号站号主体钢料上层建筑舾装轮机电气通机其他牵引车及推车平板车船员及粮食燃油淡水压载水合计1艉~170.9022.810006.9　00　0　0　0　0100.6121~251.305.20006.9　00　0　0　0　063.432~351.0506.522.18006.9　00　0　0　0　066.6543~448.7021.4945.94006.9　00　0　0　0　0123.0354~548.7017.0345.94006.9　00　0　0　0　0118.5765~648.711.016.2145.94306.9　00　0　0　0　0131.7576~757.1716.814.0760306.9　00　0　40　0101.94687~857.1731.715.9760306.9　00　0.120　0　0114.86698~957.1742.214.7310306.9　00　0.270　0　0124.271109~1057.1739.316.6010306.9　00　1.6　0　0　0124.5711110~1157.8609.4160306.9　00　0　0　0　077.1761211~1257.8605.2160306.900　0　0　0　072.9761312~1357.0605.2160306.900　0　0　2.25074.4261413~145605.2160306.9　000　0　0.75　071.8661514~155605.2160306.9　6.8300　0　0　077.9461615~165605.2160006.9　27.3300　0　0　095.4461716~1753.505.210006.9　6.8345.80　0　0　0118.241817~1848.505.2005.676.90183.2　0　0　0　0249.471918~1945.7505.2005.676.90183.2　0　0　0　0246.722019~艏47.9606.13005.676.90　229　0　0　0　0295.6621艏00110.500005100000161.522艏-艏+7m0038.75000000000038.75 总纵强度计算书VCS4214-110-004JS第40页装载水轮机顶盖出港（平板车中心在#131）序号站号主体钢料上层建筑舾装轮机电气通机其他牵引车及推车平板车船员及粮食燃油淡水压载水合计1艉~170.9022.810006.9　00　0　0　0　16.8117.4121~251.305.20006.9　00　0　0　0　32.195.532~351.0506.522.18006.9　00　0　0　0　30.697.2543~448.7021.4945.94006.9　00　0　0　0　0123.0354~548.7017.0345.94006.9　00　0　0　0　0118.5765~648.711.016.2145.94306.9　00　0　0　0　0131.7576~757.1716.814.0760306.9　00　0　400　0137.94687~857.1731.715.9760306.9　00　1.20　0　0115.94698~957.1742.214.7310306.9　10.90　1.890　0　0136.791109~1057.1739.316.6010306.9　25.30　1.6　0　0　0149.8711110~1157.8609.4160306.9　4.827.9　0　0　0　0109.8761211~1257.8605.2160306.9083.7　0　0　0　0156.6761312~1357.0605.2160306.9083.7　0　0　22.50178.3761413~145605.2160306.9　083.70　0　7.5　0162.3161514~155605.2160306.9　10.523.70　0　0　75180.3161615~165605.2160006.9　31.500　0　0　75174.6161716~1753.505.210006.9　900　0　0　59.8134.411817~1848.505.2005.676.900　0　0　0　29.595.771918~1945.7505.2005.676.900　0　0　0　19.783.222019~艏47.9606.13005.676.90　0　0　0　0　066.6621艏00188.000000000000188.00 总纵强度计算书VCS4214-110-004JS第41页装载水轮机顶盖到港（平板车中心在#131）序号站号主体钢料上层建筑舾装轮机电气通机其他牵引车及推车平板车船员及粮食燃油淡水压载水合计1艉~170.9022.810006.9　00　0　0　0　16.8117.4121~251.305.20006.9　00　0　0　0　32.195.532~351.0506.522.18006.9　00　0　0　0　30.697.2543~448.7021.4945.94006.9　00　0　0　0　0123.0354~548.7017.0345.94006.9　00　0　0　0　0118.5765~648.711.016.2145.94306.9　00　0　0　0　0131.7576~757.1716.814.0760306.9　00　0　40　0101.94687~857.1731.715.9760306.9　00　0.120　0　0114.86698~957.1742.214.7310306.9　10.90　0.270　0　0135.171109~1057.1739.316.6010306.9　25.30　1.6　0　0　0149.8711110~1157.8609.4160306.9　4.827.9　0　0　0　0109.8761211~1257.8605.2160306.9083.7　0　0　0　0156.6761312~1357.0605.2160306.9083.7　0　0　2.250158.1261413~145605.2160306.9　083.70　0　0.75　0155.5661514~155605.2160306.9　10.523.70　0　0　75180.3161615~165605.2160006.9　31.500　0　0　75174.6161716~1753.505.210006.9　900　0　0　59.8134.411817~1848.505.2005.676.900　0　0　0　29.595.771918~1945.7505.2005.676.900　0　0　0　19.783.222019~艏47.9606.13005.676.90　0　0　0　0　066.6621艏00188.000000000000188.00 总纵强度计算书VCS4214-110-004JS第42页装载水轮机顶盖出港（平板车前轮在艏）序号站号主体钢料上层建筑舾装轮机电气通机其他牵引车及推车平板车船员及粮食燃油淡水压载水合计1艉~170.9022.810006.9　00　0　0　0　16.8117.4121~251.305.20006.9　00　0　0　0　32.195.532~351.0506.522.18006.9　00　0　0　0　30.697.2543~448.7021.4945.94006.9　00　0　0　0　0123.0354~548.7017.0345.94006.9　00　0　0　0　0118.5765~648.711.016.2145.94306.9　00　0　0　0　0131.7576~757.1716.814.0760306.9　00　0　400　0137.94687~857.1731.715.9760306.9　00　1.20　0　0115.94698~957.1742.214.7310306.9　00　1.890　0　0125.891109~1057.1739.316.6010306.9　00　1.6　0　0　0124.5711110~1157.8609.4160306.9　00　0　0　0　077.1761211~1257.8605.2160306.900　0　0　0　072.9761312~1357.0605.2160306.900　0　0　22.5094.6761413~145605.2160306.9　000　0　7.5　078.6161514~155605.2160306.9　6.8300　0　0　75152.9461615~165605.2160006.9　27.3300　0　0　75170.4461716~1753.505.210006.9　6.8321.60　0　0　59.8153.841817~1848.505.2005.676.9086.5　0　0　0　29.5182.271918~1945.7505.2005.676.9086.5　0　0　0　19.7169.722019~艏47.9606.13005.676.90　108.1　0　0　0　0174.7621艏00110.500005100000161.522艏-艏+7m0038.75000000000038.75 总纵强度计算书VCS4214-110-004JS第43页装载水轮机顶盖到港（平板车前轮在艏）序号站号主体钢料上层建筑舾装轮机电气通机其他牵引车及推车平板车船员及粮食燃油淡水压载水合计1艉~170.9022.810006.9　00　0　0　0　16.8117.4121~251.305.20006.9　00　0　0　0　32.195.532~351.0506.522.18006.9　00　0　0　0　30.697.2543~448.7021.4945.94006.9　00　0　0　0　0123.0354~548.7017.0345.94006.9　00　0　0　0　0118.5765~648.711.016.2145.94306.9　00　0　0　0　0131.7576~757.1716.814.0760306.9　00　0　40　0101.94687~857.1731.715.9760306.9　00　0.120　0　0114.86698~957.1742.214.7310306.9　00　0.270　0　0124.271109~1057.1739.316.6010306.9　00　1.6　0　0　0124.5711110~1157.8609.4160306.9　00　0　0　0　077.1761211~1257.8605.2160306.900　0　0　0　072.9761312~1357.0605.2160306.900　0　0　2.25074.4261413~145605.2160306.9　000　0　0.75　071.8661514~155605.2160306.9　6.8300　0　0　75152.9461615~165605.2160006.9　27.3300　0　0　75170.4461716~1753.505.210006.9　6.8321.60　0　0　59.8153.841817~1848.505.2005.676.9086.5　0　0　0　29.5182.271918~1945.7505.2005.676.9086.5　0　0　0　19.7169.722019~艏47.9606.13005.676.90　108.1　0　0　0　0174.7621艏00110.500005100000161.522艏-艏+7m0038.75000000000038.75 总纵强度计算书VCS4214-110-004JS第44页装载载重汽车出港序号站号主体钢料上层建筑舾装轮机电气通机其他车辆旅客船员及粮食燃油淡水压载水合计1艉~170.9022.810006.90.160　0　0　0　0100.7721~251.305.20006.988.880　0　0　0　0152.2832~351.0506.522.18006.988.880　0　0　0　0155.5343~448.7021.4945.94006.988.880　0　0　0　0211.9154~548.7017.0345.94006.988.880　0　0　0　0207.4565~648.711.016.2145.94306.988.880　0　0　0　0220.6376~757.1716.814.0760306.988.880　0　400　0226.82687~857.1731.715.9760306.988.883.75　1.20　0　0208.57698~957.1742.214.7310306.988.883.75　1.890　0　0218.521109~1057.1739.316.6010306.988.883.75　1.6　0　0　0217.2011110~1157.8609.4160306.988.8800　0　0　0166.0561211~1257.8605.2160306.988.8800　0　0　0161.8561312~1357.0605.2160306.988.8800　0　22.50183.5561413~145605.2160306.988.8800　0　7.5　0167.4961514~155605.2160306.988.8800　0　0　0159.9961615~165605.2160006.988.8800　0　0　0156.9961716~1753.505.210006.988.8800　0　0　0154.491817~1848.505.2005.676.988.880　0　0　0　0155.151918~1945.7505.2005.676.988.880　0　0　0　0152.42019~艏47.9606.13005.676.900　0　0　0　066.6621艏00188.000000000000188.00 总纵强度计算书VCS4214-110-004JS第45页装载载重汽车到港序号站号主体钢料上层建筑舾装轮机电气通机其他车辆旅客船员及粮食燃油淡水压载水合计1艉~170.9022.810006.90.160　0　0　0　0100.7721~251.305.20006.988.880　0　0　0　0152.2832~351.0506.522.18006.988.880　0　0　0　0155.5343~448.7021.4945.94006.988.880　0　0　0　0211.9154~548.7017.0345.94006.988.880　0　0　0　0207.4565~648.711.016.2145.94306.988.880　0　0　0　0220.6376~757.1716.814.0760306.988.880　0　40　0190.82687~857.1731.715.9760306.988.883.75　0.120　0　0207.49698~957.1742.214.7310306.988.883.75　0.270　0　0216.901109~1057.1739.316.6010306.988.883.75　1.6　0　0　0217.2011110~1157.8609.4160306.988.8800　0　0　0166.0561211~1257.8605.2160306.988.8800　0　0　0161.8561312~1357.0605.2160306.988.8800　0　2.250163.3061413~145605.2160306.988.8800　0　0.75　0160.7461514~155605.2160306.988.8800　0　0　0159.9961615~165605.2160006.988.8800　0　0　0156.9961716~1753.505.210006.988.8800　0　0　0154.491817~1848.505.2005.676.988.880　0　0　0　0155.151918~1945.7505.2005.676.988.880　0　0　0　0152.42019~艏47.9606.13005.676.900　0　0　0　066.6621艏00188.000000000000188.00 总纵强度计算书VCS4214-110-004JS第46页空载出港序号站号主体钢料上层建筑舾装轮机电气通机其他车辆旅客船员及粮食燃油淡水压载水合计1艉~170.9022.810006.900　0　0　0　0100.6121~251.305.20006.900　0　0　0　063.432~351.0506.522.18006.900　0　0　0　066.6543~448.7021.4945.94006.900　0　0　0　0123.0354~548.7017.0345.94006.900　0　0　0　0118.5765~648.711.016.2145.94306.900　0　0　0　0131.7576~757.1716.814.0760306.900　0　400　0137.94687~857.1731.715.9760306.9001.20　0　0115.94698~957.1742.214.7310306.9001.890　0　0125.891109~1057.1739.316.6010306.9001.6　0　0　0124.5711110~1157.8609.4160306.9000　0　0　60.3137.4761211~1257.8605.2160306.9000　0　0　60.3133.2761312~1357.0605.2160306.9000　0　22.534.4129.0761413~145605.2160306.9000　0　7.5　078.6161514~155605.2160306.9000　0　0　69.4140.5161615~165605.2160006.9000　0　0　69.4137.5161716~1753.505.210006.9000　0　0　46.2111.811817~1848.505.2005.676.900　0　0　0　066.271918~1945.7505.2005.676.900　0　0　0　063.522019~艏47.9606.13005.676.900　0　0　0　066.6621艏00188.000000000000188.00 总纵强度计算书VCS4214-110-004JS第47页空载到港序号站号主体钢料上层建筑舾装轮机电气通机其他车辆旅客船员及粮食燃油淡水压载水合计1艉~170.9022.810006.900　0　0　0　0100.6121~251.305.20006.900　0　0　0　063.432~351.0506.522.18006.900　0　0　0　066.6543~448.7021.4945.94006.900　0　0　0　0123.0354~548.7017.0345.94006.900　0　0　0　0118.5765~648.711.016.2145.94306.900　0　0　0　0131.7576~757.1716.814.0760306.900　0　40　0101.94687~857.1731.715.9760306.9000.120　0　0114.86698~957.1742.214.7310306.9000.270　0　0124.271109~1057.1739.316.6010306.9001.6　0　0　0124.5711110~1157.8609.4160306.9000　0　0　60.3137.4761211~1257.8605.2160306.9000　0　0　60.3133.2761312~1357.0605.2160306.9000　0　2.2534.4108.8261413~145605.2160306.9000　0　0.75　071.8661514~155605.2160306.9000　0　0　69.4140.5161615~165605.2160006.9000　0　0　69.4137.5161716~1753.505.210006.9000　0　0　46.2111.811817~1848.505.2005.676.900　0　0　0　066.271918~1945.7505.2005.676.900　0　0　0　063.522019~艏47.9606.13005.676.900　0　0　0　066.6621艏00188.000000000000188.00 '