梁板內(nèi)力計(jì)算表

附表13等截面等跨連續(xù)梁在常用荷載作用下的內(nèi)力系數(shù)表均布荷裁錢中荷載式中5——單位長度上的均布恒荷載、活荷載，繇、Y在表中均川y表示"G、Q免中恒荷載、活荷裁，（G、Q在表中均川戶衣示）；K：K、KiK——內(nèi)力系?散，由去中相應(yīng)隹肉咨得，（1）兩跨梁序與情柱筒圖爵內(nèi)燧大穹短支感彎昭橫向的為MiMilFa%片1AB(CA—+*―10-0700,0?i>0.1250.3?i—0.625。頂5一口.3751Aj2M.W7|D.096-0-IJ25-0.0630-437—Q?563o.a630,郵3IPIPfi0.156-U,1880.312一6.5昭0.68SAJLA0.156—0-3124FV0.203-D-047-0,0940-406-o.5940.游10.0944d4ppd445U.2220.222一D.3330,667-L3J41-閣-0.6670-278—0.056-o.1G70.833f]G7n.n>70.167。A△

靜,三跨梁!“——支鹿尊矩吧Mg的內(nèi)堆入昭您Af,謳UVkVL左3如￡Vl17123■15:的?帆“村、亡A!加….4a.￡:、0.0800.101-CL0250.073Q,0940.OSS-0.0500.0750.054-0.]00一Cl.Q50-0.050-0.117-0.。時(shí)-o.moj-0.050一0.05?！猼h033—H0170.u.45Q—Q0500.CL433―n..5叩-0,550—0.050-0-^17-fl-567U,5g0.DOO0,0500-5830,0B3-0,500aooo0-050-0.4L70.OB3-0.6000.550Qr050Or033—0.01?-0.400-0-450'0.OSO0.033-o.0177810△凸d4q匚p占4凸凸■_計(jì)、.&4440.175Ck213-0,0380.1620.2000?1130-0.o?sD.1750-137j。-15Q一江075-0.075-Q.175-0.100—0.150一D.075-0.0750,0500-025Or3500-425—th0750.3250-400-0.650-QM75—0.075—0.-67S-0,S000.50D0..0000,湖0.6250.1Z5一u.5000.ooo-0,500f-3750-125□65。0.5750.075口050-0.Q25-03BO~Q.-1250.^750.05。-0-Q2531121315Y頂■知4吞&4dddPF」"「冬Qd、4P△…凸'SELI成zas—Ch.044o.Z29o,m0s067-0r1330-2000-170-0.257一。?133-0.133—aHl~Q.178■-0,267-0.133-0-1330.施9Da0440,733皿幽6—0,1330.舶。爪就2-L267-1-134-0.13i一L311—L17flLOOO0-QOO1.ooo1.122a,222一1.0000.000-LOOD一。.77B0.3221.2671.IM0.1J30,通_0.044-0.733-0.8660,1330.。的-■0-044(3>四?序號(hào)荷教簡(jiǎn)圖跨內(nèi)最大彎矩支座彎矩A/iMzA/aMu*],、」，土，、0.077-0.0360.0360.077-0.107-0.071△ZAZ2X△2八廠八八/、0.1000.0450.08】-0.023-0.054-0.036△AZXZX△、仁0.0720.0610.098?。?121-0.018△C44△PPPP4IIII"II0.0560.056—-0.036-0.107ZS44Z2k△5PP(LX0.094-0.0670.018zSazSZ\A6PPP」l」LZk444Zx—0.071——-0.049-0.05470.1690.1160.116-0.169-0.161?0.1078」L△八0.2100.0670.183-0.040-0.080-0.05490.1590.146—0.206-0.181-0.027

橫向9i力A/pVa%%&%海*右?0.1070.393-0.6070.536-0.1640.464-0.5360.607?0?393-0.0540.446-0.5540.0180.0180.482-0.5180.0540.051?0?0580.380-0.ozo0.603,O.397-0.040-0.0400.558-0.442-0.036-0.036-0.0360.429-0.5710.571-0.4290.0360.036-0.0040.433-0.5670.0850.085?0.022-0.0220.0040.0040.013-0.049-0.0490.496-0.5040.0670.067-0.013-0.013-0.1610>339-0.6610.553-0.4460.446-0.5540.661-0.339-0.0800.120?0.5800.0270.0270.4730.5270.0800.080-0.0870.319-0.6810.654-0.346-0.060-0.0600.587-0.413荷載祐囹聘色是大皆斯支座彎矩MiM.M-外L1上2020.U20.173rj.U2054-0-100CL071-a1610.027-0.O@OT1L由一1，+jjmm>''「&■MM1十t￡EI!Hf氏■<Am*網(wǎng)i0.炫H3860.23GD.274A111-0.]11口】珥0.!?50-1980.1jL0.22?rj.!7SS238』.(M8S2B?-0?2fl6-0.143-0..321-0.095-0.J78乜131-□"til-ftM5-O.(HE-?,湄t?.1)4Si■n.H3|出&A&△"A2EiHIJT仁」°￡kZ1Z-AZP*|,△￡57△1△1.A'\A中XAizxf\A△KAF%-K￡LK101)1213H1517的*%Vcsv^s竹詁Ve-tL054-0-054-o,n利0393-0.607Oe607-0.393Q.054a.[啊0-400■0.60(JCl-1270-127-1).033-0-IU30.H0G70.0205,0740.D7A(1-493D-5睥o,inn0.100-a.。也i-Os020-Q..ZS6n.714】，海1,DS5■0rW50.905-0.095L瞰-0.714-a.iu0-875-i.mCl.國80.0180.952l況n..]43"143■0.15511.訥-L321L274-0.7閥-Os.1Q7-0.107].155dj.?￡k095-0.叫3a.Elo-h190D.19U-0-810&.095aops-CLOi20.822-].17SfJB2Z6f)r226北060-o.rmtl.0(20.012-0.口脆<131-0.1J10.988-LQ1Ea17b0.)7&-'J.徹-ayss序修內(nèi)蛟大彎矩支座彎矩號(hào)荷兢簡(jiǎn)圖MiAf.m3MbMeMd12315678D.07810.1000-0.02630.0730.0940.0331?Q.04610.07870.0590.0550.0740.04620.0855-0.03950.0640.072-0.105-0.053-0.053?0.119-0.035-0.067-0.0490.013-0.079?0.040-0.040-0.022-0.Ill0.018-0.054-0.053-0.079-0.040-0.040-0.044-0.020-0.005-0.014-0.053iiiiiiiiiiniHmiiiiniiii1、FL\X"?I.L|.瑚TALMM、M.A△則1蟠Z1rrnrnmm.\iAnwIT-miAflTT}6AA|△△△e人云＞91011122LLLpI?1p0.1710.2110.0390.)600.112?0.0690.18)0.1440.1320.191?0.059-0.158?0?079-0.079-0.179-0.118-0.059-0.059-0.032-0.118-0.059-0.059-0.066\△AA△△

橫向功力MeVA%VC6血vD6vf-0.1050.394-0.6060.526-0.4740.500-0.5000.474-0.5260.606-0.394-0.0530.447-0.5530.0130.0130.500-0.500?0.013-0.0130.553-0.447-0.053-0.053-0.0530.513-0.4870.0000.0000.487-0.5130.0530.053?0?0510.380-0.6200.598-0.402?0.023-0.0230.493-0.5070.0520.052-0.057-0.035-0.0350.424-0.576-0.S91-0.049-0.0370.0370.557-0.4430.0010.433-0.5670.0850.085-0.023?。?0230.0060.006-0.001-0.001-0.004-0.049-0.0490.195-0.5050.0680.068-0.0180.0180.0040.0040.0130.0130.013-0.066-0.0660.500-0.5000.0660.066-0.013-0.013?0.1580.342-0.6580.540-0.4600.500-0.5000.460-0.5400.658-0.342-0.0790.421-0.5790.02U0.0200.500-0.500-0.020-0.0200.579-0.42)?Q.079?0.079-0.0790.520-0.4800.0000.0000.480-0.5200.0790.079-0.0770.3210.6790.647-0.353-0.034?0.0340.489-0.5110.0770.077

序號(hào)跨內(nèi)frt大駕矩艾座彎也gxnuitiMim2MjMuMeMd13I3—0.140O?)510.052-0.)67?0031?0.()86△△△△△△141516一一△△△△△△△△△△△△lPs__△△△△△△0.2000.1730.171■0.100-0.0730.0200.027-0.0810.079■0.0070.022-0.0?90.002?0.0050.02017ppppp△△△△△△0.2400.1000.122-0.28】-0.211?0.211?0?28118ppp△△△△△△pp0.287-0.1170.228-0.140?0.105-0.105?0.HO19△△△△△△ppp?0.047-0.216?Q.105-0.140-0.105?0.105-0.HO20△△△△△△ppp0.2270.189-0.319-0.057-0.118-0.13721△△△△△△p0.1720.198-0.093-0.297-0.051-0.15322△△△△△△p△△△△△△0.274-0.1790.048-0.0130.00323△△△△△△0.1980.131-0.144-0.038-0.0)0240.1930.035?0.140-0.1400.035:續(xù)）橫向9?力VAVb左Vcfi1偵%海Vf-0.052-0.0520.385-0.6150.637-0.363?0?056-0.0560.586-0.4140.400?0.6000.1270.127-0.034-0.0340.0090.009-0.002-0.002?0?073-0.0730.493-0.5070.1020.1020.027-0.0270.0050.0050.0200.0200.099-0.0990.500-0.5000.0990.099-0.020?0?0200.7191.2811.070?0.9301.000-1.0000.93?！?.0701.281-0.7190.860-1.1400.0350.0351.000-1.000?0?035-0.0351.140-0.860-0.140-0.1401.035-0.9650.0000.0000.965-1.0350.1400.1400.681-1.3191.262-0.738?0.061-0.0610.981-1-0190.1370.137-0.093-0.0930.796-1.2041.2430.7.57-0.099-0.0991.1530.8470.821-1.1790.2270.227-0.061-0.06]0.0]60.016-0.()03-0.003?0.13]?0.1310.987-1.0130.1820.182-0.048?0.0480.0100.0100.0350.035-0.175-0.1751.000-1.0000.1750-175-0.035-0.035附表14雙向板在均布荷載作用下的彎矩系數(shù)表說明(1)板單位寬度的截面抗彎剛度按下列公式計(jì)算(按彈性理論計(jì)算方法)：R=E//3c12(1-^2)式中Bc——板寬1m的截面抗彎剛度；E——彈性模量；h——板厚；“——泊松比。表中符號(hào)如下：f、￡咐分別為板中心點(diǎn)的撓度和最大撓度；M.Mg——分別為平行于人方向板中心點(diǎn)單位板寬內(nèi)的彎矩和板跨內(nèi)最大彎矩；——分別為平行于Zy方向板中心點(diǎn)單位板寬內(nèi)的彎矩和板跨內(nèi)最大彎矩；M?——固定邊中點(diǎn)沿人方向單位板寬內(nèi)的彎矩；——固定邊中點(diǎn)沿/y方向單位板寬內(nèi)的彎矩。板支承邊的符號(hào)為：固定邊III山II!I簡(jiǎn)支邊彎矩和撓度正負(fù)號(hào)的規(guī)定如下：彎矩——使板的受荷面受壓者為正；撓度一一變位方向與荷載作用方向相同者為正。附表23中各表的彎矩系數(shù)系對(duì)六=0算得的，對(duì)于鋼筋混凝土"一般可取為1/6,此時(shí)，對(duì)于撓度、支座中點(diǎn)彎矩,仍可按表中系數(shù)計(jì)算，對(duì)于跨中彎矩，一般也可按表中系數(shù)計(jì)算(即近似地認(rèn)為#=0),必要時(shí)，可按下式計(jì)算：M七=Mx+/zMyMg,=My+[jMx—撓度二表中系數(shù)X%「涉廠f玖三IJ彎矩=表中系數(shù)Xqll皂1」一式中/o取用，x和，y中之較小者。1"M*四邊簡(jiǎn)支雙向板fMxMvfM,fMv0.500.010130.0%50.01740.S00.0%0340561().03340.550.009400.08920.02100,850.005470.05060.03490.60(LOOK670.08200.02420.900.004960,0456Cl.03580.650.007960.07500.02710950,04100.03640.700.007270.06830.02961.000.()04060.03680.03680.750,006630.06200.0317附表23-1四邊簡(jiǎn)支雙向板

撓度二表中系數(shù)x-尊彎矩二表中系數(shù)X］富式中4取用4和ly中之較小者’三邊簡(jiǎn)支、一邊固定雙向板l^iyfjT1MHMy虬時(shí)就0500.004SS0.005040.05S3O.(X>460.00600.0063-0.12120.55OJMH710.tm920.05630g80.(H)81OJK)K7-0.1!M7Q.600004530.004720JI5390.05890J)1040.011I-0.H58?650.00432().004480.05130.0559G.U133-0.11240.700.00410D.(M.)4220.04850.05290.014S0.III54-0.哄70.750.003880.003<)00.04570.04960.0i680.0174-0.1048(LMU0003650.003760.0428；0.04630,0187001<J30-1(1070.85(L0O3430.DOS520.04000.043!0.0204<h02i1-0.0%50.W0.(1()3210.00329003720.0400O.Q2190.0226-0.0922OJJ50.00299O-(K)3O60.03450.03690.02320.023yO.OKKU1JK)LOOCUM)?790.002850.03190,03400.0243O.024y-0.0839t).950.003160.m240.0324G.03450.02800.0287-0.0SS20.900.G03(jD0.0036S0.03280.0347<),0322[].ll33□-0.0926U.850.004090JK)417O'03290.03470.037()'0.037S-1).09700.K00.004640.1.W4730.03260.0?430.04240.0433-0.10140.750.()0526().005360.03190.03350.04850.0494-0.10560.700,005950.006050.03080.03230.05530,0562-0.1(?60.650.0067()0.UU6KO0.02910.03()60.06270.0637-0.11330.600.007520.(M)7620.02680.0289(I.Q7070.Q717-0.11660.550.(M)8380.008480.02390.0271ft.07920.0801-0.U930.500.00927(以109350.02050.0249G.(W8C-0.1215撓度=表中系數(shù)X譬夸矩二去中系數(shù)%依式中/||取用A和ly中之較小者。兩對(duì)邊簡(jiǎn)支、兩對(duì)邊固定雙向板i^ly虬My4%S/M,My0.500.W16O-tXH7。一0K430.950.(696〔El時(shí)D.074ft0.550.059O.WIO0.00280-<IK400.900.002600.0006。皿4-Dim?0.6i)0.(X1255O.(W20.UM2O.(lfG4O.fSO.OU5(BO.(M14O.(G66■0.0850O.(k5"0(1230(].(W92U,11)57-火芯160.H0。皿540.(13190.U3I6-0.UW40.71JO.aC43(}.{IT790JKK72-O.ffil40.750.004130.03210.(1374-O.(W590.750.002360.(13660.08(}.(J7990.700.004820.031SI-0.1UI30.8)0,002280.03510.0[()3-0.07820.650.006600.1W80.(1518-ft.IIX>C]0.R50.()0230(HB3500118頃U(JC6470.C12920-06040.1II40.900.0U2110.03190.0133-0.07430.55().(107430.02670.0(^8-0.11560.950.(X12010-0302O..OI46一007210.500.008440.02340.0798-01191L(X(50.(N：)l92“必50.0L58-0JKW8

撓度=表中系數(shù)乂招彎矩二表中系數(shù)X崩式中鬲取用上和&中之較小者。兩鄰邊簡(jiǎn)支、兩鄰邊固定雙向板JM*MgMyMgMl0.500.004680.004710.05590.05620.00790.0135-0.I]79-0.07H60,550.004450.004540.0529(}.053□0.01040.01530.1140-0.07850.600.004190.004290.04960.04980.01290.0169-0.1095-0.07820.65(L0039L0.00399().04610,04650.015I0.01S3-0.1045-0.07770.700.00363o.ons680.04260.04320.01720.0195-0.0992-0.07700.750.00335().003400.03900.03960.01890.0206-0.0938-0.07600.S00.003080.003130.03560.03610.02(140,02】8-0.08H3-0.07480.85().002810.(X)2K60,03220.03280.02150.0229-0.08290.U733().900.1W.J256。一002610,02910.02970.02240.0238-0.077^-0.0716o.t)50.002320.002370.026LU.02670,02300.0244-0.0726-0.06981.00|0.002100.002150.02340.02400.02340.0249-0.0677-0.9677?撓度=表中系數(shù)X暨-彎矩二表中系數(shù)XqllJL」式中取用L和人中之楚小者口一邊簡(jiǎn)支、三邊固定雙向板f/nwc虬M,0.500.00257O.(K)2580,04080.04090.00280.0089-。.門83&-0E5690.550.002520.M25S0,03980.03990.00420,0093-0.0827-0.05700.(10245O.(X>24y0.03840.0386().(X)5900!05-0.0814-0.0571傾50.002370.002400.03680.03710-W760-011&-0.07Q6-0.0572<).700.002270.002290.03500.03540,00930.0127-0.0774-0.05720.750.00216'0.002190.03310.03350.0W90.0137-0.0750-0,05720.80().002050.002080.03100.03140.01240.0147-0.0722-0.057()0,850.00193().001960.02890.02930.01380.0155-D.O693-(M煬70.900.00161840.02680.02730.01590.0163-G.O663-0.05630.951(K>690,00]720.02470.02520.01600.0172-0.06310.05581.000.001570-001600.02270.023