楼板计算书

楼板计算书日期5/31/2014时间10273048AM一、基本资料1、房间编号32、边界条件（左端/下端/右端/上端）铰支/固定/固定/铰支/3、荷载永久荷载标准值G170300板自重470KN/M2可变荷载标准值Q200KN/M2计算跨度LX3000MM；计算跨度LY7200MM板厚H120MM；砼强度等级C20；钢筋强度等级HPB2354、计算方法弹性算法。5、泊松比1/56、考虑活荷载不利组合。7、程序自动计算楼板自重。二、计算结果MX006633001157/5120470140100302435KNM考虑活载不利布置跨中X向应增加的弯矩MXA010777001200/514100302139KNMMX435139574KNMASX28319MM2，实配8150AS335MM2MIN0236，0279MY001157006633/5120470140100302157KNM考虑活载不利布置跨中Y向应增加的弯矩MYA001200010777/514100302042KNMMY157042200KNMASY28319MM2，实配8150AS335MM2MIN0236，0279MX012173120470140200302925KNMASX46397MM2，实配8100AS503MM2,可能与邻跨有关系MIN0236，0419MY007757120470140200302589KNMASY28981MM2，实配8150AS335MM2,可能与邻跨有关系MIN0236，0279三、跨中挠度验算MQ按荷载效应的准永久组合计算的弯矩值1、挠度和裂缝验算参数ES210000N/MM2EC25413N/MM2FTK154N/MM2FY210N/MM22、在荷载效应的准永久组合作用下，受弯构件的短期刚度BS、裂缝间纵向受拉钢筋应变不均匀系数，按下列公式计算11065FTK/TESQ（混凝土规范式7122）SQMQ/087HOAS（混凝土规范式7143）SQ/08793N/MM2矩形截面，ATE05BH05100012060000MM2TEAS/ATE（混凝土规范式7124）TE/6000011065154/1100、钢筋弹性模量与混凝土模量的比值EEES/EC2100000/2541308264、受压翼缘面积与腹板有效面积的比值F矩形截面，F0、纵向受拉钢筋配筋率AS/B/HO/1000/93、钢筋混凝土受弯构件的BS按公式（混凝土规范式7231）计算BSESASHO2/115026E/135FBS210000932/11511000268264/135000KNM23、考虑荷载长期效应组合对挠度影响增大影响系数按混凝土规范第725条，当0时，204、受弯构件的长期刚度B，可按下列公式计算BBS/（混凝土规范式722）B/2KNM25、挠度FQQL4/BF000517573004/3954MMF/L3954/30001/759，满足规范要求四、裂缝宽度验算、X方向板带跨中裂缝裂缝间纵向受拉钢筋应变不均匀系数，按下列公式计算11065FTK/TESQ（混凝土规范式7122）SQMQ/087HOAS（混凝土规范式7143）SQ352106/087101335119592N/MM2矩形截面，ATE05BH05100012060000MM2TEAS/ATE（混凝土规范式7124）TE335/600000006当TE001时，取TE00111065154/001119590262MAXCRSQ/ES19C008DEQ/TE（混凝土规范式7121）MAX190262119592/21000019200081143/0010000037MM，满足规范要求、Y方向板带跨中裂缝裂缝间纵向受拉钢筋应变不均匀系数，按下列公式计算11065FTK/TESQ（混凝土规范式7122）SQMQ/087HOAS（混凝土规范式7143）SQ127106/0879333546991N/MM2矩形截面，ATE05BH05100012060000MM2TEAS/ATE（混凝土规范式7124）TE335/600000006当TE001时，取TE00111065154/00146991033当02时，取02MAXCRSQ/ES19C008DEQ/TE（混凝土规范式7121）MAX19020046991/21000019200081143/0010000011MM，满足规范要求、下端支座跨中裂缝裂缝间纵向受拉钢筋应变不均匀系数，按下列公式计算11065FTK/TESQ（混凝土规范式7122）SQMQ/087HOAS（混凝土规范式7143）SQ398106/087101335135142N/MM2矩形截面，ATE05BH05100012060000MM2TEAS/ATE（混凝土规范式7124）TE335/600000006当TE001时，取TE00111065154/001135140358MAXCRSQ/ES19C008DEQ/TE（混凝土规范式7121）MAX190358135142/21000019200081143/0010000057MM，满足规范要求、右端支座跨中裂缝裂缝间纵向受拉钢筋应变不均匀系数，按下列公式计算11065FTK/TESQ（混凝土规范式7122）SQMQ/087HOAS（混凝土规范式7143）SQ624106/087101503141385N/MM2矩形截面，ATE05BH05100012060000MM2TEAS/ATE（混凝土规范式7124）TE503/600000008当TE001时，取TE00111065154/001141390391MAXCRSQ/ES19C008DEQ/TE（混凝土规范式7121）MAX190391141385/21000019200081143/0010000065MM，满足规范要求楼板计算书日期5/31/2014时间10285366AM一、基本资料1、房间编号22、边界条件（左端/下端/右端/上端）铰支/固定/固定/固定/3、荷载永久荷载标准值G170300板自重470KN/M2可变荷载标准值Q200KN/M2计算跨度LX6000MM；计算跨度LY3000MM板厚H120MM；砼强度等级C20；钢筋强度等级HPB2354、计算方法弹性算法。5、泊松比1/56、考虑活荷载不利组合。7、程序自动计算楼板自重。二、计算结果MX000890004090/5120470140100302108KNM考虑活载不利布置跨中X向应增加的弯矩MXA001740009650/514100302046KNMMX108046154KNMASX28319MM2，实配8150AS335MM2MIN0236，0279MY004090000890/5120470140100302270KNM考虑活载不利布置跨中Y向应增加的弯矩MYA009650001740/514100302126KNMMY270126396KNMASY28319MM2，实配8150AS335MM2MIN0236，0279MX005690120470140200302432KNMASX28319MM2，实配8150AS335MM2,可能与邻跨有关系MIN0236，0279MY008360120470140200302635KNMASY31317MM2，实配8150AS335MM2,可能与邻跨有关系MIN0236，0279三、跨中挠度验算MQ按荷载效应的准永久组合计算的弯矩值1、挠度和裂缝验算参数MQ004090000890/51047005200302219KNMES210000N/MM2EC25413N/MM2FTK154N/MM2FY210N/MM22、在荷载效应的准永久组合作用下，受弯构件的短期刚度BS、裂缝间纵向受拉钢筋应变不均匀系数，按下列公式计算11065FTK/TESQ（混凝土规范式7122）SQMQ/087HOAS（混凝土规范式7143）SQ219/08710133574357N/MM2矩形截面，ATE05BH05100012060000MM2TEAS/ATE（混凝土规范式7124）TE335/6000000055911065154/00055974361313当02时，取02、钢筋弹性模量与混凝土模量的比值EEES/EC2100000/2541308264、受压翼缘面积与腹板有效面积的比值F矩形截面，F0、纵向受拉钢筋配筋率AS/B/HO335/1000/101000332、钢筋混凝土受弯构件的BS按公式（混凝土规范式7231）计算BSESASHO2/115026E/135FBS2100003351012/11502000268264000332/135000120750KNM23、考虑荷载长期效应组合对挠度影响增大影响系数按混凝土规范第725条，当0时，204、受弯构件的长期刚度B，可按下列公式计算BBS/（混凝土规范式722）B120750/2603750KNM25、挠度FQQL4/BF000258573004/6037501973MMF/L1973/30001/1521，满足规范要求四、裂缝宽度验算、X方向板带跨中裂缝裂缝间纵向受拉钢筋应变不均匀系数，按下列公式计算11065FTK/TESQ（混凝土规范式7122）SQMQ/087HOAS（混凝土规范式7143）SQ088106/0879333532317N/MM2矩形截面，ATE05BH05100012060000MM2TEAS/ATE（混凝土规范式7124）TE335/600000006当TE001时，取TE00111065154/00132322001当02时，取02MAXCRSQ/ES19C008DEQ/TE（混凝土规范式7121）MAX19020032317/21000019200081143/0010000008MM，满足规范要求、Y方向板带跨中裂缝裂缝间纵向受拉钢筋应变不均匀系数，按下列公式计算11065FTK/TESQ（混凝土规范式7122）SQMQ/087HOAS（混凝土规范式7143）SQ219106/08710133574357N/MM2矩形截面，ATE05BH05100012060000MM2TEAS/ATE（混凝土规范式7124）TE335/600000006当TE001时，取TE00111065154/00174360248当02时，取02MAXCRSQ/ES19C008DEQ/TE（混凝土规范式7121）MAX19020074357/21000019200081143/0010000017MM，满足规范要求、下端支座跨中裂缝裂缝间纵向受拉钢筋应变不均匀系数，按下列公式计算11065FTK/TESQ（混凝土规范式7122）SQMQ/087HOAS（混凝土规范式7143）SQ429106/087101335145648N/MM2矩形截面，ATE05BH05100012060000MM2TEAS/ATE（混凝土规范式7124）TE335/600000006当TE001时，取TE00111065154/001145650412MAXCRSQ/ES19C008DEQ/TE（混凝土规范式7121）MAX190412145648/21000019200081143/0010000070MM，满足规范要求、右端支座跨中裂缝裂缝间纵向受拉钢筋应变不均匀系数，按下列公式计算11065FTK/TESQ（混凝土规范式7122）SQMQ/087HOAS（混凝土规范式7143）SQ292106/08710133599131N/MM2矩形截面，ATE05BH05100012060000MM2TEAS/ATE（混凝土规范式7124）TE335/600000006当TE001时，取TE00111065154/00199130089当02时，取02MAXCRSQ/ES19C008DEQ/TE（混凝土规范式7121）MAX19020099131/21000019200081143/0010000023MM，满足规范要求、上端支座跨中裂缝裂缝间纵向受拉钢筋应变不均匀系数，按下列公式计算11065FTK/TESQ（混凝土规范式7122）SQMQ/087HOAS（混凝土规范式7143）SQ429106/087101335145648N/MM2矩形截面，ATE05BH05100012060000MM2TEAS/ATE（混凝土规范式7124）TE335/600000006当TE001时，取TE00111065154/001145650412MAXCRSQ/ES19C008DEQ/TE（混凝土规范式7121）MAX190412145648/21000019200081143/0010000070MM，满足规范要求楼板计算书日期5/31/2014时间10294625AM一、基本资料1、房间编号52、边界条件（左端/下端/右端/上端）固定/固定/固定/铰支/3、荷载永久荷载标准值G170300板自重470KN/M2可变荷载标准值Q200KN/M2计算跨度LX3000MM；计算跨度LY7200MM板厚H120MM；砼强度等级C20；钢筋强度等级HPB2354、计算方法弹性算法。5、泊松比1/56、考虑活荷载不利组合。7、程序自动计算楼板自重。二、计算结果MX004227000803/5120470140100302278KNM考虑活载不利布置跨中X向应增加的弯矩MXA010777001200/514100302139KNMMX278139417KNMASX28319MM2，实配8150AS335MM2MIN0236，0279MY000803004227/5120470140100302104KNM考虑活载不利布置跨中Y向应增加的弯矩MYA001200010777/514100302042KNMMY104042147KNMASY28319MM2，实配8150AS335MM2MIN0236，0279MX008333120470140200302633KNMASX31191MM2，实配8100AS503MM2,可能与邻跨有关系MIN0236，0419MY005587120470140200302424KNMASY28319MM2，实配8150AS335MM2,可能与邻跨有关系MIN0236，0279三、跨中挠度验算MQ按荷载效应的准永久组合计算的弯矩值1、挠度和裂缝验算参数ES210000N/MM2EC25413N/MM2FTK154N/MM2FY210N/MM22、在荷载效应的准永久组合作用下，受弯构件的短期刚度BS、裂缝间纵向受拉钢筋应变不均匀系数，按下列公式计算11065FTK/TESQ（混凝土规范式7122）SQMQ/087HOAS（混凝土规范式7143）SQ/08793N/MM2矩形截面，ATE05BH05100012060000MM2TEAS/ATE（混凝土规范式7124）TE/6000011065154/1100、钢筋弹性模量与混凝土模量的比值EEES/EC2100000/2541308264、受压翼缘面积与腹板有效面积的比值F矩形截面，F0、纵向受拉钢筋配筋率AS/B/HO/1000/93、钢筋混凝土受弯构件的BS按公式（混凝土规范式7231）计算BSESASHO2/115026E/135FBS210000932/11511000268264/135000KNM23、考虑荷载长期效应组合对挠度影响增大影响系数按混凝土规范第725条，当0时，204、受弯构件的长期刚度B，可按下列公式计算BBS/（混凝土规范式722）B/2KNM25、挠度FQQL4/BF000260573004/1988MMF/L1988/30001/1509，满足规范要求四、裂缝宽度验算、X方向板带跨中裂缝裂缝间纵向受拉钢筋应变不均匀系数，按下列公式计算11065FTK/TESQ（混凝土规范式7122）SQMQ/087HOAS（混凝土规范式7143）SQ225106/08710133576441N/MM2矩形截面，ATE05BH05100012060000MM2TEAS/ATE（混凝土规范式7124）TE335/600000006当TE001时，取TE00111065154/00176440211当02时，取02MAXCRSQ/ES19C008DEQ/TE（混凝土规范式7121）MAX19020076441/21000019200081143/0010000018MM，满足规范要求、Y方向板带跨中裂缝裂缝间纵向受拉钢筋应变不均匀系数，按下列公式计算11065FTK/TESQ（混凝土规范式7122）SQMQ/087HOAS（混凝土规范式7143）SQ085106/0879333531189N/MM2矩形截面，ATE05BH05100012060000MM2TEAS/ATE（混凝土规范式7124）TE335/600000006当TE001时，取TE00111065154/00131192113当02时，取02MAXCRSQ/ES19C008DEQ/TE（混凝土规范式7121）MAX19020031189/21000019200081143/0010000007MM，满足规范要求、左端支座跨中裂缝裂缝间纵向受拉钢筋应变不均匀系数，按下列公式计算11065FTK/TESQ（混凝土规范式7122）SQMQ/087HOAS（混凝土规范式7143）SQ427106/08710150396785N/MM2矩形截面，ATE05BH05100012060000MM2TEAS/ATE（混凝土规范式7124）TE503/600000008当TE001时，取TE00111065154/00196790065当02时，取02MAXCRSQ/ES19C008DEQ/TE（混凝土规范式7121）MAX19020096785/21000019200081143/0010000023MM，满足规范要求、下端支座跨中裂缝裂缝间纵向受拉钢筋应变不均匀系数，按下列公式计算11065FTK/TESQ（混凝土规范式7122）SQMQ/087HOAS（混凝土规范式7143）SQ287106/08710133597337N/MM2矩形截面，ATE05BH05100012060000MM2TEAS/ATE（混凝土规范式7124）TE335/600000006当TE001时，取TE00111065154/00197340070当02时，取02MAXCRSQ/ES19C008DEQ/TE（混凝土规范式7121）MAX19020097337/21000019200081143/0010000023MM，满足规范要求、右端支座跨中裂缝裂缝间纵向受拉钢筋应变不均匀系数，按下列公式计算11065FTK/TESQ（混凝土规范式7122）SQMQ/087HOAS（混凝土规范式7143）SQ427106/087101335145178N/MM2矩形截面，ATE05BH05100012060000MM2TEAS/ATE（混凝土规范式7124）TE335/600000006当TE001时，取TE00111065154/001145180410MAXCRSQ/ES19C008DEQ/TE（混凝土规范式7121）MAX190410145178/21000019200081143/0010000070MM，满足规范要求框架柱倾覆弯矩及02VO调整系数各层各塔的规定水平力层号塔号X向KNY向KN3112900126712110484103291170126920规定水平力框架柱及短肢墙地震倾覆力矩抗规层号塔号框架柱短肢墙墙斜撑31X464420000Y45615000021X1306250000Y128414000011X2689260000Y2645490000规定水平力框架柱及短肢墙地震倾覆力矩百分比抗规层号塔号框架柱短肢墙31X10000000Y1000000021X10000000Y1000000011X10000000Y10000000规定水平力框架柱及短肢墙地震倾覆力矩轴力方式层号塔号合力点框架柱短肢墙墙斜撑31X1839464420000Y182045615000021X17211306250000Y1820128414000011X16882689260000Y18202645490000规定水平力框架柱及短肢墙地震倾覆力矩百分比轴力方式层号塔号框架柱短肢墙31X10000000Y1000000021X10000000Y1000000011X10000000Y10000000内力CQC的框架柱及短肢墙地震倾覆力矩层号塔号框架柱短肢墙墙斜撑31X464470000Y46363000021X1306370000Y130537000011X2689400000Y2688760000内力CQC的框架柱及短肢墙地震倾覆力矩百分比层号塔号框架柱短肢墙31X10000000Y1000000021X10000000Y1000000011X10000000Y10000000框架柱地震剪力百分比层号塔号柱剪力总剪力柱剪力百分比分段后底部剪力V0柱剪力/V031X129001290010000Y12671126711000021X233842338410000Y23000230001000011X303963039610000Y29920299201000002V0调整系数以下为程序自动计算的系数，如用户自己定义了系数，则以自定义系数为准底层最大组合内力OUTPUTOFCOMBINEDFORCEOFCOLUMN,WALLANDBRACEON1STFLOORSPECIALWIND,TRANSVERSE/TORSIONALWINDVIBRATIONAREUNCONSIDEREDALLTHEFORCESHEREARETHEDESIGNVALUESWDCNLOUTSYMBOLSRLIVEREDUCTIONFACTOROFLIVELOADSNC,NWC,NGELEMENTNUMBEROFCOLUMN,SHEARWALLANDBRACELOADCASECOMBINATIONNUMBERCONTROLEDOBJECTIVECOMBINEDNODENONODALNUMBEROFCOLUMNANDBRACESHEARX,SHEARYSHEARFORCEINX,YDIRECTIONKNAXIALAXIALFORCEKNMOMENTX,MOMENTYMOMENTINX,YDIRECTIONKNMVXMAX,VYMAXCOMBINATIONOFMAXIMUMSHEARINX,YDIRECTIONKNNMINCOMBINATIONOFABSOLUTEMINIMUMAXIALFORCEKNNMAXCOMBINATIONOFABSOLUTEMAXIMUMAXIALFORCEKNMXMAXCOMBINATIONOFMAXIMUMMOMENTINXDIRECTIONKNMMYMAXCOMBINATIONOFMAXIMUMMOMENTINYDIRECTIONKNMDLCOMBINATIONOF12DEADLOAD14LIVELOADNECOMBINATIONMARKOFSEISMICFORCE1YES,0NOJ1,J2NODALNUMBEROFWALLCOLUMNATTHELEFTANDRITHTENDSHEAR,AXIAL,MOMENTSHEAR,AXIALANDMOMENTOFEACHWALL_COLUMNXOD,YODCENTERCOORDINATESOFCOMBINATIONFORCEMX,MY0SUMOFAXIALSUMOFVERTICALFORCESKNTOTALCOLUMNS56TOTALWALLCOLUMNS0TOTALBRACE0RLIVE085NCNODECRITICALLOADCASENOSHEARXSHEARYAXIALMOMENTXMOMENTYNECONDITION1295767689571513017161VXMAX13157120670558516582301VYMAX1325753384316213115011NMIN11579211055691651380NMAX13157120670558516582301MXMAX1295767689571513017161MYMAX11578810351611551320DL2296572590779113117901VXMAX2316562695878316961421VYMAX2346541523579814391101NMIN2165131119202167190NMAX2316562695878316961421MXMAX2296572590779113117901MYMAX2165111088620163170DL3287371597778514917751VXMAX331733369886301705991VYMAX3347363526566814461431NMIN3173181119023167270NMAX331733369886301705991MXMAX3287371597778514917751MYMAX3173161098453164240DL42981703119814317517581VXMAX4318156730901217571341VYMAX4348144508597314241141NMIN4181081429449213120NMAX4318156730901217571341MXMAX42981703119814317517581MYMAX4181081368839204120DL5288979493445314118931VXMAX531890369765131715461VYMAX5328978578350711818791NMIN5189641056563157950NMAX531890369765131715461MXMAX5288979493445314118931MYMAX5189621026151154920DL62993795120493217018951VXMAX63193108730696617672111VYMAX63393786101390714018811NMIN6193651377105206980NMAX63193108730696617672111MXMAX62993795120493217018951MYMAX6193621316633197940DL72910170993796813817661VXMAX73110161721880117631411VYMAX73410139549575515051071NMIN71101131119186167200NMAX73110161721880117631411MXMAX72910170993796813817661MYMAX71101111098606163170DL82810971794779814317771VXMAX8311093373186661789991VYMAX83410963559562715301441NMIN81109181119021167270NMAX8311093373186661789991MXMAX82810971794779814317771MYMAX81109161098451163240DL92911770291745413517561VXMAX93111752740834018151271VYMAX93411747572532915621201NMIN91117031098638163040NMAX93111752740834018151271MXMAX92911770291745413517561MYMAX91117021078111160040DL1029125700122807218617531VXMAX103112550782897018911241VYMAX103412549560582515581231NMIN101125001429328213010NMAX103112550782897018911241MXMAX1029125700122807218617531MYMAX101125001368725204010DL112813370190746413217541VXMAX113113348767838518831221VYMAX113413350598530516301241NMIN111133011098651164010NMAX113113348767838518831221MXMAX112813370190746413217541MYMAX111133011078123160010DL1229141714127838119317741VXMAX123114165814933119701471VYMAX123414136587606016291031NMIN121141181459694218270NMAX123114165814933119701471MXMAX1229141714127838119317741MYMAX121141161399050208240DL1329149719129907019817821VXMAX133114957832987220151341VYMAX133414945601645816681171NMIN1311490714710275221110NMAX133114957832987220151341MXMAX1329149719129907019817821MYMAX131149071419573212110DL142815769793604113617481VXMAX14311575879160141972371VYMAX143315751487343313414741NMIN14115711611359351701740NMAX14311575879160141972371MXMAX142815769793604113617481MYMAX14115711010654861591640DL15295871972740611217811VXMAX15305884771551518091191VYMAX1532585495143677115251NMIN151581097873981161640NMAX15305884771551518091191MXMAX15295871972740611217811MYMAX151581067368761101590DL162966752721017211118311VXMAX1630660179494811845091VYMAX1634660278377521828111NMIN16166098012039119140NMAX1630660179494811845091MXMAX162966752721017211118311MYMAX16166077811334117110DL17287474364101449218161VXMAX1730742379892551853421VYMAX1734742178675611836391NMIN17174168011794119240NMAX1730742379892551853421MXMAX17287474364101449218161MYMAX17174147811105117210DL182982733911059013818031VXMAX1830820182596781899101VYMAX1834820281079061877121NMIN181820910312329154130NMAX1830820182596781899101MXMAX182982733911059013818031MYMAX18182089811607147130DL1928908256161968819391VXMAX19309070805648218751131VYMAX1932908155049567319241NMIN19190717486361111070NMAX19309070805648218751131MXMAX1928908256161968819391MYMAX19190697381371091030DL20299482685674312819421VXMAX2030945382970281916721VYMAX20339481671541210819271NMIN20194739792471451100NMAX2030945382970281916721MXMAX20299482685674312819421MYMAX20194719386791391060DL2129102736681036910318061VXMAX21301020182594071918071VYMAX21341020181476841902091NMIN211102108011999119160NMAX21301020182594071918071MXMAX2129102736681036910318061MYMAX211102097811298117130DL222811074566101559818191VXMAX22301102383792041947431VYMAX22341102182675111930401NMIN221110178011782119250NMAX22301102383792041947431MXMAX222811074566101559818191MYMAX221110157811094117220DL232911873367977710118011VXMAX23301180684988121977171VYMAX23341180683871821961171NMIN231118037811359117050NMAX23301180684988121977171MXMAX232911873367977710118011MYMAX231118037710719115050DL2429126730851048912517971VXMAX24301260888595032045211VYMAX24341260887177552023211NMIN2411260010212156152010NMAX24301260888595032045211MXMAX2429126730851048912517971MYMAX241126009811427146010DL252813473169976810517991VXMAX25301341088187692055231VYMAX25341341087071402038231NMIN251134017911353117020NMAX25301341088187692055231MXMAX252813473169976810517991MYMAX251134017710715115020DL2629142742871080412718161VXMAX26301420692597472137011VYMAX26341420391079452114031NMIN2611421610612536158250NMAX26301420692597472137011MXMAX2629142742871080412718161MYMAX2611421410111780151220DL2729150752881156612818301VXMAX273015001946103262185091VYMAX27341500293084322161111NMIN2711500910813149162140NMAX273015001946103262185091MXMAX2729150752881156612818301MYMAX2711500910412321155130DL282815874075773211618111VXMAX2830158125917567821611961VYMAX2834158107906455321431671NMIN2811581338177641211990NMAX2830158125917567821611961MXMAX282815874075773211618111MYMAX2811581267672011141890DL2929597196274098917811VXMAX29315984771551218101181VYMAX2932595496143609715251NMIN291591097873961181640NMAX29315984771551218101181MXMAX2929597196274098917811MYMAX291591067468751111590DL30296775263101749118311VXMAX3031670179594811846101VYMAX3035670378377521829131NMIN30167098012039121140NMAX3031670179594811846101MXMAX30296775263101749118311MYMAX30167077911335118110DL312875745721012011118201VXMAX3131752479892541855451VYMAX3135752278775601838421NMIN31175178011791121250NMAX3131752479892541855451MXMAX312875745721012011118201MYMAX31175157911101118230DL3229837176390799217781VXMAX3231830679381551852171VYMAX3235830678266241835181NMIN32183057710689115070NMAX3231830679381551852171MXMAX3229837176390799217781MYMAX32183067210120108090DL33289182685666713019401VXMAX33319174825701319061191VYMAX33329181571533810919241NMIN33191759792321461120NMAX33319174825701319061191MXMAX33289182685666713019401MYMAX33191729386631391080DL34299582583681512319411VXMAX3431955283171041919691VYMAX34339581569547110219251NMIN34195729993311481080NMAX3431955283171041919691MXMAX34299582583681512319411MYMAX34195709487521421050DL3529103736671036310018061VXMAX35311030082694001920081VYMAX35351030181476781903111NMIN351103108011992121160NMAX35311030082694001920081MXMAX3529103736671036310018061MYMAX351103097911292118130DL3628111745691014810418201VXMAX36311112583891981949461VYMAX36351112282675071932421NMIN361111178111776121250NMAX36311112583891981949461MXMAX3628111745691014810418201MYMAX361111157911090118230DL3729119746891080013318211VXMAX37311190787398332015021VYMAX37351190485880331992021NMIN3711191810512507158280NMAX37311190787398332015021MXMAX3729119746891080013318211MYMAX3711191610111740151250DL3828127730931114513817971VXMAX383112709893101662058231VYMAX38351270987883082035231NMIN3811270011112902166000NMAX383112709893101662058231MXMAX3829127730971115314717971MYMAX3811270010612090159000DL3928135740881070213018111VXMAX39311352290696392092411VYMAX39351352089178652069381NMIN3911351410612329159200NMAX39311352290696392092411MXMAX3928135740881070213018111MYMAX3911351210111578152180DL402914373572940511218051VXMAX403