各类梁的弯矩剪力计算汇总表

1、表1简单载荷下基本梁得剪力图与弯矩图梁得简图剪力Fs图弯矩M图12345678910注：外伸梁=悬臂梁+端部作用集中力偶得简支梁6序次朝力反力弯矩弯短> b时挠崖算力统度24 E7反力jpr反力'WllllliU384 EI19FV384 EI(1 )简支梁得反力2 o单跨梁得内力及变形表序次图类ffl示项目计算式1.6荷戴4曲n川【山也之反力Ra=Kb=0a剪力"Ka；Vb=-Kb药矩考矩Myqa2剪力Z7挠度Wa遥2-237荷载反力Ra遭（2.知，3*剪力Va=Ka；Vb=_Rr弯矩UUillLU弯矩当工=°_；Mz=MOi匕时.*用电2-行剪力挠度V森专

2、考）广看（Qb时）8荷载qa、criilufln%8IfF反力Ra=当;Rb/（24）剪力V=Ra；Vb=-Rb弯矩湾矩<当H=Q+首时；Ma噌（4。+叼喈（2-十剪力七J*二小/hnniiiip挠度叫嗡有）十+讲（CB段）9荷载Aq"而"一21A1-1反力Ra=Rb=剪力Va=Ra；Vb=_Rb弯矩弯矩M.哼甘）剪力挠度*=磊（8普专序次10LI图类荷羲对短剪力荷较弯柜购力示项目反力3/八=一3卡(0卷)4矩M掘底反力/?A=尺日=哂二曲金24£1式中士x=d+空3答,&=誓品D2口*8"IIK!,unn剪力呼速挠宣计算式山%用Va=Ra

3、;Vb=-J?bMa,-qba*=等"-避-纪(2)悬臂梁得反力、剪力、弯矩与挠度表27序次图类荷戴弯矩朝力图示项目计帮式X骷反力Rh=F剪力甘国二一我1trnrrrTTTTTTI弯矩Mi=-F>tMmR=-Fl11.1UI1LJJ褚庠«VHM”上一荷产,反力j?b=fA-f"J剪力力=-R泣穹期剪力一TTftTrm-WM-F(#j/hMm-Mb-怒挠度1序次图类图示项目计算式3荷载1.nFi_i1_11.1g反力Rb=nF剪力VB=-Rb弯矩iiiiiunTnirnTHT)弯矩M=Mb=-ny1Fl剪力"1Hliw®挠度_3M+4力+1

4、.八U'xRA_24nEIFl4荷教/UlUlWHIWIUl匕月4t>反力RB=q，剪力Rb弯矩1TthttiIIJWM.=Mb=-,第力wm挠度*Wx=wa=8e/5荷载Q/fillHillt±h±3反力Rb=<?u剪力Vr=-Rb穹矩WM=Mb=-(2-a)剪力wnmni挠度W=W*=Mh(3-46荷敕Ava反力Rb=qb剪力VB=_Rb弯矩弯矩Mb-亨I剪力挠度3爵（，-旬序次用类图£项目计算式7荷戴4，k_111川反力翦力VB-Rn弯短雪矩Mb=_Q品刘力wtmi携度twA=2fWb2l-4tJ+acl）(3)一端简支另一端固定梁得反力

5、、剪力、弯矩与挠度表28序次图类图示项目计算式I荷载1f的反力%=磊台5技F剪力炉*=H解¥*-«B药矩r,lu等矩Mb4F£iMb=_7TJZIOluiuimL一一一一tilllHU提度当壬二0,4471时，1rB=k口09蒐害2荷教F反力"丹3驮3-*11fri¥*._A二剪为VA=J?AVB=-kB尊矩rfTtl弯矩当工a时，剪力rmn1烧度CB身：1/于11.一上）*iitiimiiiiuiWi-£rTl«A131-r-JJ-3rox+rt_r一QJ3荷羲反力«A-f（27亍7的工口+-“信:剪力“火川V6

6、«-J?61/J;寸iF穹矩弯矩=Mc=Ra<i?-亍1翦力inm饶度CD段1=Ra（3产一，）3F（i12al+2o3）xCiiij*F（工*0）3Jt.序次图类图示项目计算式4荷载+L><反力剪力"Ra，Vb=-Rb穹短弯矩当工=木时,Mx.誓时力挠度当工=0.4222时，9a=0.00542工EI5荷载9.7j反力Ka譬(8-6a+a>>>Rb=警D;。=十O04剪力"Ra；Vb=Rb弯矩UWI!ITU穹矩当上=0时,Ma:翳剪力挠度ACRtwm=z74Ra(3Z2x*X3)-4qa(36/+a2)n+qJBC段:wx=z

7、74Ka(3Z2x-r3)-qa(a312blx)匕，tax2-4xy当z=a时.w.=4oRa(3Z2-a2)-3qa2(4Z6*a2)6荷载/cgimr反力Ra=M"7)；Rb啜(8-4%+专)a.5-，/:)剪力Va二Ra；/=-Rb弯矩弯矩当i=a+，时，MxRaQ*却剪力ITrTb_挠度AC段：wB-Ra。x5)qbyxOtiBC段：wl)ar,4Ra(312x-x3)-4*3工+。(xa)4/qzu当工=。时：wt-.p.aRA(3/2-a2)-溪1口上J序次图类图 示荷薮剪力XHD项目计算式反力R驾（1涉-4产+潟hRq我产M-Ra剪为VA=JRAt卜日一弯通当吟明m.

8、M吟）挠度AC鼠wB-24EJ4/?a（3/一，）一独（Ylb1+bh8段：他.-2%4段（3产工一，）一曲（1助、讥）工+A（j-（4）两端固定梁得反力、剪力、弯矩与挠度表2-9序次图类图示项目计片式呼矩蹲矩物力跷度Wriu-192E1荷载,附!&gj律反力34卜用f岑（l+中剪力3Ra：Vb-Rb写题剪力1,1111nrrnnii序次图类图示项目计算式荷就qiiiinimrrrrmff反力Ra=Rb-g41剪力Va=Ra；/=KbWwM=壮“a24剪力mn挠度“a=384EJ荷山山山布日?反力Ra=R®=呼151剪力Va=Ra；Vb=-Rb弯矩IHLL弯矩努力挠度3=需&

9、quot;+)荷载q反力Ra啜SH+a)心咪(2-a)字4：lllllllllllla£674j剪力"Ra；3-Rb弯矩hw弯矩Mar一瑞(6-8a+3a2);。=:当工="时,Mz=?+Maq2q剪力rr>，挠度AC段尸十o/RQ_-Raz3-3Ma/+4)Ka73MA?W(a3-4a2x4比2-4/)的投：w*6EI+6c345序次图类荷赦用示项目计算式iniIlliaLbxal反力3Rh=竽既短翦力剪力Va-R'MVg=-Rrz弯矩M-=第3-3£+专）捷度.二伫八一史+妃W-384E/lZ2?户)(5)外伸梁得反力、剪力、弯矩与挠度

10、表2-10图英图示项目计算式荷载反力田广(1+刊凡田力一予fCa日*，剪力Vh'F;V5-R=F弯矩rfJTrnmrn>学走剪力JITIninr11挠度wc=普（1+十）当工=心+0.5f时,-0.0642£ri（UD荷裁CI反力R*=R日=F匕箸/*1T剪力窜川二一庆小炉H=氏日等矩1K弯矩Ma二Mb-FaL,力挠度叫=叫=留S工力当工=&+0,51时+u-57oJqj序次序次图类图示项目计算式3荷载q反力“氯1TRb吟"行iiiiiiiiiiiiiiiiiiiiii1/«剪力Va£=-qa;=Ra-qaiVB»-RB弯

11、矩弯矩孙工一/82若1>Q，当工=+（1+彳）时，M1mx=彳-（1_,）K1L【皿心f剪力挠度%=嘉(7+4*35)4荷载q反力Ra=Rb=+、+2十)*(1+2«)iiinnmiiifimiCJf，叶DL-。L/_k剪力Va£=-3；VA6="2"<?nVBKSVg=8弯矩弯矩Ma=Mb=-qa2;乂2=哈1-4方)剪力一iTri.Z挠度q*-384eJ、-2年）5荷教C(T反力Ra=W(23；5-好a%l竽A、5<<，剪力Vae=-ga;%=Vb=_Rb=$弯矩-nTrrnTTrry弯矩为力挠度当工=。+0.423/时，“g

12、=-0.0321卑f匕，序次图类图示项目计算式6荷载CzA)反力RA=RB=<?a11B胃剪力3-Ra；匕=治弯矩-ddllLIlli瓜背矩Ma=Mb=疗剪力.限7挠度%WD舒(2+?当x=a+0.5/时,wmr16E/7荷吸C1：RBL反力。=5（2+3字）；Rb=-皆剪力VA=-Ra»Vb=Rb弯矩ftHlThTrM4jj弯矩Ma=一辰，Mb吟剪力挠度"C=需（3+4予）X*Z.1q_Kfki/2当工=。十丁时.w。面二一万百iiiiiiiiiiiiii8荷载(q-B反力以哼（3+8字+6阴；心哼（56$imiini-11剪力VaS=-fla；Va=Rb；Vb=-

13、Kbbl<弯矩穹矩Ma=-遣1M-崇123)於力挠度叫=缁(t+6$+6$)9荷载qJuhli反力以=半（4+3+）；Rb"察工飙/_I_剪力k=-乎；匕冶=Vb=Rr弯矩弯矩m孝ml亨剪力挠度十）3.等截面连续梁得内力及变形表（1）等跨连续梁得弯矩、剪力及挠度系数表（表2-11表214）1）二跨等跨梁得内力与挠度系数表2-11反力n算力当工7+才时，序次荷载图路内最大弯矩支座弯期剪力|腭度中点挠度Mlm2MrVk*%VC|叫皿工1q0.0700.070-0.125仇375-0.6250.625-0,3750.5210.S21NIIiiniijljafaj"(Mi)(

14、而2JllfjujJ，T0.0961-0.0630.437-0.S630.11630.0630.912-0.3913-F产4日Ctii0.1560.156-0.18S0J12-0,6Ft80.68b1一0,3120.9110.9114.F_.4aKABC0.203-0.0940.406-0.5940.0940.0941.497-CI.SS6S£冒名+0.2220-222一D,3m3。.即-1.3331.招3-0.6671.4661.4666r分含-*i.0.278L-0.16710.833-1.1670.16704672.5OSL1.042注:1。在均布荷载作用下：”=表中系数X41

15、?丫=表中系数Xql；。2.在集中荷载作用下：”=表中系数XFl；丫=表中系数XF;。例1已知二跨等跨梁l=5m,均布荷载q=11、76kN/m,每跨各有一集中荷载F=29、4kN,求中间支座得最大弯矩与剪力。解乂8支=（-0、125X11、76X52）+（0、188X29、4X5）=（36、75）+（-27、64）=-64、39kNmVb左二（-0、625X11、76X5）+（0、688X29、4）=（36、75）+（-20、23）=-56、98kN例2已知三跨等跨梁l=6m，均布荷载q=11、76kN/m,求边跨最大跨中弯矩.解M1=0、080X11、76X62=33、87kNm。2）三跨

16、等跨梁得内力与挠度系数表212荷栽图第内最大弯矩支座弯短；茄力鳄度中点捷度必MbMeVB®%Vb叫?,LHL：riIIIUIiUililH-0国。夕呼令中哀中哈|D.08GUQ25-0.100-Q.1皿0.40。0.5000.600-0,4000,6770.052I0.677序次荷载ts鹿内最大穹理支座弯矩剪力跨度中点挠度MiMiMpMcVAVkeVmVet喂VDW1W225.101"-0.05C-0.05C0.450-0.55()000.550-0.4500.990-0.6250.99030.075-0.0500.050-0.050-0.0500.500-0.5000.0

17、500.050-0.3130.6770.313lllllllf金284q0.0730.054-o.n)-0.0330.383-C.6170.583-0.4170.0330.0330.5730.365-0.208LLIL11_今$2B5q0.094-0.0670.0170.433-0.5670.0830.083-0.017-0.0170.885-0.3130.104aIIIA-AQABCD6“晨QF3(M)令(Wg(M)B4_1L_4I».175).100-0.150-0.1500.350-0.6500.500-0.5000.650-0.3501.1460.2081.1467JFJfe

18、2FD.213-0.075-0.0750.425-0.575000.575-0.4251.615-0.9371.6158八,.2£25SB0.175-0.075-0.075-0.075-0.0750500-0.5000.0750.075-0.4691.146-0.4699.,c.?分230.1623.1370.175-0.05C0.325-0.6750.625-0.3750.0500.0500.9900.6770.312*次荷载图畤内最大雪矩支座弯地剪力算度中点烧度MMiMhMcvAVstr%喂vD讪lW上必10“J120C-o.ioq0.0250.400-D.6000.1250.U

19、5-0.025-0,0231.458-0.够90,156A8CD11产1产力1尸_4ig?8h24dp.O670.267-0,2610.733-1.2671,000-l.OOOi,267-0.733L8830.2161,期12有口h脚-0.133rO.lH。.也-1.134001.B4-IL8662716-1谣72.7讨13ABCDL2M-0.133-0.133-0.133-0.1331.0001.00Q0.ROJ33-0.8331秘37用14flT4E;ex自0,2升DJ7C-0.311l,-0,0B<5。.$89-1.3111.222-0.77(0.0890.0891,6051.04

20、9-(|r55f1，斗竹、一s?8D”1-10夷0.044V.822-1.1710.2220.22210,04-0,044l2.438-0取：110,278注:1.在均布荷载作用下：”=表中系数Xq12丫=表中系数xqi；.2。在集中荷载作用下：”=表中系数XF1；丫=表中系数XF;。3）四跨等跨连续梁内力与挠度系数表2-13荷载图穹矩河力商度中点捷度M】中MmVA产的炉岫心%W1皿工0.077Q、Q36-0.107-0.0710.393-0.6070.536-0.4640.4640.6320.186ilILLniillIIH.nUy1(£>1E«.1690.116-

21、0,161r0.1070.339-0,6610.354-0.4460.4461.07»0.4091frsi-产F0.238QUll-O.2M6-0.191fl.714-1,2861.095-0.9050.9051,7640,573注：同三跨等跨连续梁。表 2-1 44）五跨等跨连续梁内力与挠度系数荷载简图弯策科力得度中点疣度wM、中-%中Ma中Max1Vh£%WjIC1.q1).033).046-0.105-0.0790.394-0,60fi0,526-0.4740,5000.644J,1511.315iririiTFTU1UII，（4*扇扇由_Lnrir1.1713.11

22、2).132-0.1580.342-0-65S0.54U-Q,46C0.50tlI.OQ7J.35EL6032总钝生1比比门Y“，J>D/2400.10CD.122-0.2810.2U0,719-1.2811.071-0,9MI1.0001.W).479注:同三跨等跨连续梁不等跨连续梁得内力系数（表215、表216）1）二不等跨梁得内力系数表215荷载丁11E21.3L41.S1.6L7L81.92+02.252.5aq1111,；111IILILUmilBkh一生附,今金?LH讪L1ALh=*%L_(M20J石口一。,13部-OU5500.173S-0,1950一优24501).273

23、3-O+3O5O-O.338R0.3750|-0.4766-0.59舞Mea0.CAB0.06530.0093D.O5320.0465。03%配0325O.O25h口©9。.因300.00780.0003负值MhcQ.0R981),11080.13330.1572(L16250.20920.2374D.2690.297b0.3301I0,41700.5126VA0.37500.36130.34500.3263。.为SO0,2KB0.25500.22630,19500J6B032500.D234-O.t>93炉觥(V-0.62S0一出6387-0.6550-0.6737-0.65

24、0-(L7IS7-0.7450-0,7737”8网-0,«3W7-0.R7500.9766-1.。烟k(3Q.62500.67610x72920.7836Q.g驳30.(1958必953】L01H)1.U6941,12831.18751-33681.4K75心-Q.3750-0.4239-0.47080.5164-0.5607-ftMM20.6469-0.6K90-0.7306-0-7717-0.8125-0.9132-1.0125加册(Mz)0.Q9S?0.09700.09820.09930.1003Q.1。门0.10210.102O.lOl?0.10440.10500.10650

25、.1Q7SVA(VJJ0.43750.44050.44320.44570,4479(M5190.4537U.45M0.45690.45S3仇46150.4M3Mir0.0957仇11420,134?0.1558IL17880.20320.22910.25MO.28SO031550.34720.45270.5272!匕-0.4375-Q.478D-0.5182-(L55R20.5979-0.6375-0.6769-0.7162-0.7554-0.7944-O.JI333-0.93<B-1.026fs注：1。”=表中系数X4121；丫=表中系数xqli；2。（Mmax）、（Vmax）表示它为

26、相应跨内得最大内力。荷载祀MbYAH1vA蕈桔产防Mb(MM¥眈VMiuMahVAfJMbuMa)0.4-0.08310.0B69口，41690.58310.2000-0.M620,5962(h4颁"08900.必1。0,01500.5-0,08W0.088000。】out%0.5804-0.5800g5M0.0947-0,5470.45020.0918&.42S60.02230.6-0,08000,0882-0.00口”OCI0,.30000.0952-0.59520.46030.09431.4J420.0W80.7-0.0HL90.UH740.021160.41

27、81-U.58L90,3500-0.09TO-0.5970.482$0.09640,43900.04030.80.0S57-0.00590.4141-U.5K59,<1.4000-0.1021-0.60210.51160,(19820.4432Q.O5U90.9-0.09180.0B330.0093D,40S2-fl.59180,4500-0.1083-0.6Q830.54»fl.09980.44&S0.06231.0-IhlOOO0.00000.02500.41MK)0,60000.5000-0.11670.61670.5833040130.45(X10.075ftJ

28、J-0.11IX)6,076153巩)0-0.61000.5500-0.J2670626?0.62330.10250,45280.0SS51.2-0.121KU.07150.05820.3782-fl.621gQ.MKK)-0J3H5-0.65H50.66510.HB70,45540J0291J-0.135510.06640.07580.36450.63550.65fK)(h15220.65220.7(W20.10J70.45761Q,l»21.4-0.15100,06090.09400.3490-0.51。0,7000-D,lfi760.66760.75250J0570.45970

29、.13441,5一0J战30.05500.11300.3317-0.6683Q.75OO一。JR4H-0.6K4R0.7976030650.461504514-k40.04890.13270.31”-0.6S730.8000-0.2037-0.703708434010730,46S20.16941,70.20820.04260.15310.29180.70820.8500-0.2244-0,72440.88970+10SO&.464S0,1883L81-0.25080.03«20.1742(L26920.73080.woo-0.2468-0.74680.9366i).1087

30、0,46620.20801.9-0.2555D.03000,19610.244S"0.75520.9500-0,2710-0,77100.9S460.10930.46750.22S62.0-0.2M30.02390.21B80.218-0.7813I.UOIK)-0.29690.79691,03120.10990.46跳0.25002.25-035400.01060.27岫0J4620.R5381.1250-0.3691(L86911.15110JillQ.47140.30742.5-ft.43750,00140.3437-0.0625-0.9375L25O0-Or452l0,952

31、11.2722!QJ12Z0.4737ft.37012）三不等跨梁内力系数表 2-16注：1o!=表中系数Xq1i；V=表中系数Xqll；2.（Mmax）、（Vmax）为荷载在最不利布置时得最大内力。4。双向板在均布荷载作用下得内力及变形系数表（表217表2一22）符号说明如下：刚度式中E-弹性模量；h板厚;V-泊松比；、mmax-分别为板中心点得挠度与最大挠度;Mx为平行于lx方向板中心点得弯矩；My-为平行于ly方向板中心点得弯矩；Mx0固定边中点沿1x方向得弯矩；My°-一固定边中点沿ly方向得弯矩。正负号得规定：弯矩一一使板得受荷面受压者为正；挠度一-变位方向与荷载方向相同者

32、为正。四边简支表217弯矩-表中系数笃嫉？式中，取八和与中之较小者4匕凡人出W度.Mv0*5。0.010130.0945(L0174QJ)O6fl30.05610.03340,550.009400.08920.021U0.E50.005470.05060.0J4B0.60。的8670.082O。.必20.00460.0456O.QW0.650.0750().02710.950.004490.04100,03640.700.00727UJ3。.561.000,004060.03680.0368O.7J0.M6630.06200.0317三边简支，一边固定表218mH 三 IE浇度二表中系数K考速

33、三表中系教工布工式中1取人和仆中之较小者，J与讪tnU1sM”M?MiMyM?0,50U.005040.05830.0060-0.1212I0.950.0U3240.03240.0280-0.0820.55O.OCM92仅0563O.UOfilrf).11870.900,003680,0翼80，0322-D.O9260.600.004720.05390.01040.11580.E50.004170.03290370-0.09700.65k004480.05130.0116211240.00fl.004730.03260.0424-0JU140,700.00422O.(M85Q.014S-Q.1

34、0®7C.750.005360.03190.U485-0.10560.75。一003网。川570.A168-0,104810,70Q006050.0308a.0553一。/。96。屈0.003760.04280,0187-0J0070.6510.006800.02910.0627-0.1133Ik850.003520.04000.0204*0.09650.8D0.DD7620.02680,0707-031660.900,003290.03720.0219-0.0923D.550.M8M0.02390.0792-0.11930.950.003060,03450.0232-O.0K800

35、,500.0093S0.02050.0880-0,1215LOOl.Ofl0.00285U.O3I90.0243两边简支，两边固定表2-19“4WM工M?1IJ£Kw，以My0.500.002610.04160.0017-0.0M30.95Q.002230,02960.0189-0.07460.550,002590,0410Q.uim"OH4n0.91)0.00260U.U3060.0224-0,07970.64)0.002550.0402O.(HM2-0334045O.CbO3O30.03140.0266'0.08500.650.002500.03920.0057

36、-0,08260.800.003540.03190.0316-U.O5MJ40.700.002430.03790,0072-0.0B140,750.004L30.0321(3.03740.750.002360,03660.00fi8-0.07990.700.004820.03180.04410J013O.SO0.002280.03510.0103-0.078255IL00S60(h<l3O80.0J13-(klD6fe0.850.00220，。335O.QUSOh07630.600.006470.D29Z0.0604-0.11140.900.001110.03190.0133-0.074

37、3*50,1X)7430.02670,0698-0.11560.950.002010,0302<.ni46-D.D72110.500,008440.02340.0798-0.11911.00LOO0,001920.02850.01580,0698一边简支,三边固定表2-20rL二口二-Vr兰出蜀一展l.W?rrif f(挠度=寰中聚数乂WK弯矩=表中系数Kq产式中工取'和乙中之较小者1w遥山喷W,PId.mi*M.MrM;闱！0.S00.002580,D4O80.(M2H一0一0836-0.05690.550.00255003980.0042-0.08270+05700.600.

38、002490JJJS40.0059-0.05710.650.CW2400.03680.0076-0.07960.05720.700.002290,03500.0093-0.0774-0.05720.750,002190.1)3310.0109-0.0750-0,05720闻0.002060.03100.0124-0.0722-0.05的0.B50.001960-02890.013B-0.0693-0,05670.900.001840,02680,0159-0.0661-0.05630力5(1.001720.0247D.»U0-0.C631-O,QS591.M1.000.001600,

39、02270.01680.0600-0.05500-95O.OOU20.0229。M0.0629905的0.90(1.002060,02280,0223-0,0656-。.加53D.A50.002330.02250.0255-0.06830.0711O.KO0.00262002190.0290-0.0707-007720.7S0.002940.02080.0329-0.07290.08570.70口00327001940.0370-0.0748-0.090J0.650.003650.01750.0412'0.0762-0.09700.600.004030,01330.CM54-0,077

40、3r0.10330.5500U4370.01270.0496-0.U78O0.10930.500004630,0099Q.好利-0.07总0.1146四边固定表2-21F3y1TjL'%Mrm!iW；1.500,002530,0400*0.0570U,550,002460.03650.005fi-k0814-0.05710M0.002360,03670.0076U.Q793-0.05710.650.002240.03450.0095-0,0766-D.O570.70D.W2L10.03210.0113-0.0735-0.05690.750,001970.02960.013Q-0.070

41、1-0.0565n.ROX001820.02710,0144-0.0664-0.05590,850+001680.02460.0156-Q.O626-0.0551o.on031530.02210.0165-0.0588-0.05410.950,001400.01980.0172i-0.0550-0.05281.00O.(H)1270.01760.0176-0.05130.0513a三三三一三具两边简支,两边固定表222挠重-表中系数蔷哼A雪也盘中系数乂武中!取几和。中之我小者M*MrM；M；o.so0.D04710.05590.0079-0,1179-U.07S60.550.004540.05

42、290.01040.1140-0,07850.004290.04960.0129-0.1095-0,07R2D.650.0U5990.04610,0151-0,1045-0,07770.700,003战0.042&0.0172-0,0992-0.07700.750.0U341)0.03900.0189-0.0938-0,07600.800,(MJ3130.03560,U204-0,0883-0,074S0.850.0Q2W60.03220.0115-0.0B29-0.07330.900,002610.Q2910J1224-0.0776-0.07160.950.00237fl.02610.0230