各類梁的彎矩剪力計(jì)算匯總表

1、表1簡單載荷下基本梁得剪力圖與彎矩圖梁得簡圖剪力Fs圖彎矩M圖12345678910注：外伸梁=懸臂梁+端部作用集中力偶得簡支梁6序次朝力反力彎矩彎短> b時(shí)撓崖算力統(tǒng)度24 E7反力jpr反力'WllllliU384 EI19FV384 EI(1 )簡支梁得反力2 o單跨梁得內(nèi)力及變形表序次圖類ffl示項(xiàng)目計(jì)算式1.6荷戴4曲n川【山也之反力Ra=Kb=0a剪力"Ka；Vb=-Kb藥矩考矩Myqa2剪力Z7撓度Wa遙2-237荷載反力Ra遭（2.知，3*剪力Va=Ka；Vb=_Rr彎矩UUillLU彎矩當(dāng)工=°_；Mz=MOi匕時(shí).*用電2-行剪力撓度V森專

2、考）廣看（Qb時(shí)）8荷載qa、criilufln%8IfF反力Ra=當(dāng);Rb/（24）剪力V=Ra；Vb=-Rb彎矩灣矩<當(dāng)H=Q+首時(shí)；Ma噌（4。+叼喈（2-十剪力七J*二小/hnniiiip撓度叫嗡有）十+講（CB段）9荷載Aq"而"一21A1-1反力Ra=Rb=剪力Va=Ra；Vb=_Rb彎矩彎矩M.哼甘）剪力撓度*=磊（8普專序次10LI圖類荷羲對(duì)短剪力荷較彎柜購力示項(xiàng)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剪力呼速撓宣計(jì)算式山%用Va=Ra

3、;Vb=-J?bMa,-qba*=等"-避-紀(jì)(2)懸臂梁得反力、剪力、彎矩與撓度表27序次圖類荷戴彎矩朝力圖示項(xiàng)目計(jì)幫式X骷反力Rh=F剪力甘國二一我1trnrrrTTTTTTI彎矩Mi=-F>tMmR=-Fl11.1UI1LJJ褚庠«VHM”上一荷產(chǎn),反力j?b=fA-f"J剪力力=-R泣穹期剪力一TTftTrm-WM-F(#j/hMm-Mb-怒撓度1序次圖類圖示項(xiàng)目計(jì)算式3荷載1.nFi_i1_11.1g反力Rb=nF剪力VB=-Rb彎矩iiiiiunTnirnTHT)彎矩M=Mb=-ny1Fl剪力"1Hliw®撓度_3M+4力+1

4、.八U'xRA_24nEIFl4荷教/UlUlWHIWIUl匕月4t>反力RB=q，剪力Rb彎矩1TthttiIIJWM.=Mb=-,第力wm撓度*Wx=wa=8e/5荷載Q/fillHillt±h±3反力Rb=<?u剪力Vr=-Rb穹矩WM=Mb=-(2-a)剪力wnmni撓度W=W*=Mh(3-46荷敕Ava反力Rb=qb剪力VB=_Rb彎矩彎矩Mb-亨I剪力撓度3爵（，-旬序次用類圖£項(xiàng)目計(jì)算式7荷戴4，k_111川反力翦力VB-Rn彎短雪矩Mb=_Q品劉力wtmi攜度twA=2fWb2l-4tJ+acl）(3)一端簡支另一端固定梁得反力

5、、剪力、彎矩與撓度表28序次圖類圖示項(xiàng)目計(jì)算式I荷載1f的反力%=磊臺(tái)5技F剪力爐*=H解¥*-«B藥矩r,lu等矩Mb4F£iMb=_7TJZIOluiuimL一一一一tilllHU提度當(dāng)壬二0,4471時(shí)，1rB=k口09蒐害2荷教F反力"丹3馱3-*11fri¥*._A二剪為VA=J?AVB=-kB尊矩rfTtl彎矩當(dāng)工a時(shí)，剪力rmn1燒度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穹矩彎矩=Mc=Ra<i?-亍1翦力inm饒度CD段1=Ra（3產(chǎn)一，）3F（i12al+2o3）xCiiij*F（工*0）3Jt.序次圖類圖示項(xiàng)目計(jì)算式4荷載+L><反力剪力"Ra，Vb=-Rb穹短彎矩當(dāng)工=木時(shí),Mx.誓時(shí)力撓度當(dāng)工=0.4222時(shí)，9a=0.00542工EI5荷載9.7j反力Ka譬(8-6a+a>>>Rb=警D;。=十O04剪力"Ra；Vb=Rb彎矩UWI!ITU穹矩當(dāng)上=0時(shí),Ma:翳剪力撓度ACRtwm=z74Ra(3Z2x*X3)-4qa(36/+a2)n+qJBC段:wx=z

7、74Ka(3Z2x-r3)-qa(a312blx)匕，tax2-4xy當(dāng)z=a時(shí).w.=4oRa(3Z2-a2)-3qa2(4Z6*a2)6荷載/cgimr反力Ra=M"7)；Rb啜(8-4%+專)a.5-，/:)剪力Va二Ra；/=-Rb彎矩彎矩當(dāng)i=a+，時(shí)，MxRaQ*卻剪力ITrTb_撓度AC段：wB-Ra。x5)qbyxOtiBC段：wl)ar,4Ra(312x-x3)-4*3工+。(xa)4/qzu當(dāng)工=。時(shí)：wt-.p.aRA(3/2-a2)-溪1口上J序次圖類圖 示荷藪剪力XHD項(xiàng)目計(jì)算式反力R駕（1涉-4產(chǎn)+潟hRq我產(chǎn)M-Ra剪為VA=JRAt卜日一彎通當(dāng)吟明m.

8、M吟）撓度AC鼠wB-24EJ4/?a（3/一，）一獨(dú)（Ylb1+bh8段：他.-2%4段（3產(chǎn)工一，）一曲（1助、譏）工+A（j-（4）兩端固定梁得反力、剪力、彎矩與撓度表2-9序次圖類圖示項(xiàng)目計(jì)片式呼矩蹲矩物力蹺度Wriu-192E1荷載,附!&gj律反力34卜用f岑（l+中剪力3Ra：Vb-Rb寫題剪力1,1111nrrnnii序次圖類圖示項(xiàng)目計(jì)算式荷就qiiiinimrrrrmff反力Ra=Rb-g41剪力Va=Ra；/=KbWwM=壯“a24剪力mn撓度“a=384EJ荷山山山布日?反力Ra=R®=呼151剪力Va=Ra；Vb=-Rb彎矩IHLL彎矩努力撓度3=需&

9、quot;+)荷載q反力Ra啜SH+a)心咪(2-a)字4：lllllllllllla£674j剪力"Ra；3-Rb彎矩hw彎矩Mar一瑞(6-8a+3a2);。=:當(dāng)工="時(shí),Mz=?+Maq2q剪力rr>，撓度AC段尸十o/RQ_-Raz3-3Ma/+4)Ka73MA?W(a3-4a2x4比2-4/)的投：w*6EI+6c345序次圖類荷赦用示項(xiàng)目計(jì)算式iniIlliaLbxal反力3Rh=竽既短翦力剪力Va-R'MVg=-Rrz彎矩M-=第3-3£+專）捷度.二佇八一史+妃W-384E/lZ2?戶)(5)外伸梁得反力、剪力、彎矩與撓度

10、表2-10圖英圖示項(xiàng)目計(jì)算式荷載反力田廣(1+刊凡田力一予fCa日*，剪力Vh'F;V5-R=F彎矩rfJTrnmrn>學(xué)走剪力JITIninr11撓度wc=普（1+十）當(dāng)工=心+0.5f時(shí),-0.0642£ri（UD荷裁CI反力R*=R日=F匕箸/*1T剪力竄川二一慶小爐H=氏日等矩1K彎矩Ma二Mb-FaL,力撓度叫=叫=留S工力當(dāng)工=&+0,51時(shí)+u-57oJqj序次序次圖類圖示項(xiàng)目計(jì)算式3荷載q反力“氯1TRb吟"行iiiiiiiiiiiiiiiiiiiiii1/«剪力Va£=-qa;=Ra-qaiVB»-RB彎

11、矩彎矩孫工一/82若1>Q，當(dāng)工=+（1+彳）時(shí)，M1mx=彳-（1_,）K1L【皿心f剪力撓度%=嘉(7+4*35)4荷載q反力Ra=Rb=+、+2十)*(1+2«)iiinnmiiifimiCJf，葉DL-。L/_k剪力Va£=-3；VA6="2"<?nVBKSVg=8彎矩彎矩Ma=Mb=-qa2;乂2=哈1-4方)剪力一iTri.Z撓度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=$彎矩-nTrrnTTrry彎矩為力撓度當(dāng)工=。+0.423/時(shí)，“g

12、=-0.0321卑f匕，序次圖類圖示項(xiàng)目計(jì)算式6荷載CzA)反力RA=RB=<?a11B胃剪力3-Ra；匕=治彎矩-ddllLIlli瓜背矩Ma=Mb=療剪力.限7撓度%WD舒(2+?當(dāng)x=a+0.5/時(shí),wmr16E/7荷吸C1：RBL反力。=5（2+3字）；Rb=-皆剪力VA=-Ra»Vb=Rb彎矩ftHlThTrM4jj彎矩Ma=一辰，Mb吟剪力撓度"C=需（3+4予）X*Z.1q_Kfki/2當(dāng)工=。十丁時(shí).w。面二一萬百iiiiiiiiiiiiii8荷載(q-B反力以哼（3+8字+6陰；心哼（56$imiini-11剪力VaS=-fla；Va=Rb；Vb=-

13、Kbbl<彎矩穹矩Ma=-遣1M-崇123)於力撓度叫=緇(t+6$+6$)9荷載qJuhli反力以=半（4+3+）；Rb"察工飆/_I_剪力k=-乎；匕冶=Vb=Rr彎矩彎矩m孝ml亨剪力撓度十）3.等截面連續(xù)梁得內(nèi)力及變形表（1）等跨連續(xù)梁得彎矩、剪力及撓度系數(shù)表（表2-11表214）1）二跨等跨梁得內(nèi)力與撓度系數(shù)表2-11反力n算力當(dāng)工7+才時(shí)，序次荷載圖路內(nèi)最大彎矩支座彎期剪力|腭度中點(diǎn)撓度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產(chǎn)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。在均布荷載作用下：”=表中系數(shù)X41

15、?丫=表中系數(shù)Xql；。2.在集中荷載作用下：”=表中系數(shù)XFl；丫=表中系數(shù)XF;。例1已知二跨等跨梁l=5m,均布荷載q=11、76kN/m,每跨各有一集中荷載F=29、4kN,求中間支座得最大彎矩與剪力。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，均布荷載q=11、76kN/m,求邊跨最大跨中彎矩.解M1=0、080X11、76X62=33、87kNm。2）三跨

16、等跨梁得內(nèi)力與撓度系數(shù)表212荷栽圖第內(nèi)最大彎矩支座彎短；茄力鱷度中點(diǎn)捷度必MbMeVB®%Vb叫?,LHL：riIIIUIiUililH-0國。夕呼令中哀中哈|D.08GUQ25-0.100-Q.1皿0.40。0.5000.600-0,4000,6770.052I0.677序次荷載ts鹿內(nèi)最大穹理支座彎矩剪力跨度中點(diǎn)撓度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*次荷載圖畤內(nèi)最大雪矩支座彎地剪力算度中點(diǎn)燒度MMiMhMcvAVstr%喂vD訕lW上必10“J120C-o.ioq0.0250.400-D.6000.1250.U

19、5-0.025-0,0231.458-0.夠90,156A8CD11產(chǎn)1產(chǎn)力1尸_4ig?8h24dp.O670.267-0,2610.733-1.2671,000-l.OOOi,267-0.733L8830.2161,期12有口h腳-0.133rO.lH。.也-1.134001.B4-IL8662716-1謠72.7討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?。?10,278注:1.在均布荷載作用下：”=表中系數(shù)Xq12丫=表中系數(shù)xqi；.2。在集中荷載作用下：”=表中系數(shù)XF1；丫=表中系數(shù)XF;。3）四跨等跨連續(xù)梁內(nèi)力與撓度系數(shù)表2-13荷載圖穹矩河力商度中點(diǎn)捷度M】中MmVA產(chǎn)的爐岫心%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-產(chǎn)F0.238QUll-O.2M6-0.191fl.714-1,2861.095-0.9050.9051,7640,573注：同三跨等跨連續(xù)梁。表 2-1 44）五跨等跨連續(xù)梁內(nèi)力與撓度系數(shù)荷載簡圖彎策科力得度中點(diǎn)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總鈍生1比比門Y“，J>D/2400.10CD.122-0.2810.2U0,719-1.2811.071-0,9MI1.0001.W).479注:同三跨等跨連續(xù)梁不等跨連續(xù)梁得內(nèi)力系數(shù)（表215、表216）1）二不等跨梁得內(nèi)力系數(shù)表215荷載丁11E21.3L41.S1.6L7L81.92+02.252.5aq1111,；111IILILUmilBkh一生附,今金?LH訕L1ALh=*%L_(M20J石口一。,13部-OU5500.173S-0,1950一優(yōu)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負(fù)值MhcQ.0R981),11080.13330.1572(L16250.20920.2374D.2690.297b0.3301I0,41700.5126VA0.37500.36130.34500.3263。.為SO0,2KB0.25500.22630,19500J6B032500.D234-O.t>93爐觥(V-0.62S0一出6387-0.6550-0.6737-0.65

24、0-(L7IS7-0.7450-0,7737”8網(wǎng)-0,«3W7-0.R7500.9766-1.。煙k(3Q.62500.67610x72920.7836Q.g駁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加冊(cè)(Mz)0.Q9S?0.09700.09820.09930.1003Q.1。門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?！?表中系數(shù)X4121；丫=表中系數(shù)xqli；2。（Mmax）、（Vmax）表示它為

26、相應(yīng)跨內(nèi)得最大內(nèi)力。荷載祀MbYAH1vA蕈桔產(chǎn)防Mb(MM¥眈VMiuMahVAfJMbuMa)0.4-0.08310.0B69口，41690.58310.2000-0.M620,5962(h4頒"08900.必1。0,01500.5-0,08W0.088000?！縪ut%0.5804-0.5800g5M0.0947-0,5470.45020.0918&.42S60.02230.6-0,08000,0882-0.00口”O(jiān)CI0,.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鞏)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戰(zhàn)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）三不等跨梁內(nèi)力系數(shù)表 2-16注：1o!=表中系數(shù)Xq1i；V=表中系數(shù)Xqll；2.（Mmax）、（Vmax）為荷載在最不利布置時(shí)得最大內(nèi)力。4。雙向板在均布荷載作用下得內(nèi)力及變形系數(shù)表（表217表2一22）符號(hào)說明如下：剛度式中E-彈性模量；h板厚;V-泊松比；、mmax-分別為板中心點(diǎn)得撓度與最大撓度;Mx為平行于lx方向板中心點(diǎn)得彎矩；My-為平行于ly方向板中心點(diǎn)得彎矩；Mx0固定邊中點(diǎn)沿1x方向得彎矩；My°-一固定邊中點(diǎn)沿ly方向得彎矩。正負(fù)號(hào)得規(guī)定：彎矩一一使板得受荷面受壓者為正；撓度一-變位方向與荷載方向相同者

32、為正。四邊簡支表217彎矩-表中系數(shù)篤嫉？式中，取八和與中之較小者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.M6630.06200.0317三邊簡支，一邊固定表218mH 三 IE澆度二表中系數(shù)K考速

33、三表中系教工布工式中1取人和仆中之較小者，J與訕tnU1sM”M?MiMyM?0,50U.005040.05830.0060-0.1212I0.950.0U3240.03240.0280-0.0820.55O.OCM92僅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網(wǎng)。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.O3I90.0243兩邊簡支，兩邊固定表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邊簡支,三邊固定表2-20rL二口二-Vr蘭出蜀一展l.W?rrif f(撓度=寰中聚數(shù)乂WK彎矩=表中系數(shù)Kq產(chǎn)式中工取'和乙中之較小者1w遙山噴W,PId.mi*M.MrM;闈！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聞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總0.1146四邊固定表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三三三一三具兩邊簡支,兩邊固定表222撓重-表中系數(shù)薔哼A雪也盤中系數(shù)乂武中!取幾和。中之我小者M(jìn)*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戰(zhàn)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