梁板内力计算表

附表13等截面等跨连续梁在常用荷载作用下的内力系数表均布荷裁钱中荷载式中5——单位长度上的均布恒荷载、活荷载，繇、Y在表中均川y表示"G、Q免中恒荷载、活荷裁，（G、Q在表中均川户衣示）；K：K、KiK——内力系•散，由去中相应隹肉咨得，（1）两跨梁序与情柱筒图爵内燧大穹短支感弯昭横向的为MiMilFa%片1AB(CA—+*―10-0700,0?i>0.1250.3?i—0.625。顶5一口.3751Aj2M.W7|D.096-0-IJ25-0.0630-437—Q・563o.a630,邮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-阁-0.6670-278—0.056-o.1G70.833f]G7n.n>70.167。A△

静,三跨梁!“——支鹿尊矩吧Mg的内堆入昭您Af,讴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.。时-o.moj-0.050一0.05。—th033—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■_计、.&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顶■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®序号荷教简图跨内最大弯矩支座弯矩A/iMzA/aMu*],、」，土，、0.077-0.0360.0360.077-0.107-0.071△ZAZ2X△2八厂八八/、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

横向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荷载祐囹聘色是大皆斯支座弯矩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*网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竹诂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.国80.0180.952l况n..]43"143■0.15511.讷-L321L274-0.7阀-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.彻-ayss序修内蛟大弯矩支座弯矩号荷兢简图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△则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△△

横向功力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

序号跨内frt大驾矩艾座弯也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:续）横向9?力VAVb左Vcfi1侦%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。■1.0701.281-0.7190.860-1.1400.0350.0351.000-1.000・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双向板在均布荷载作用下的弯矩系数表说明(1)板单位宽度的截面抗弯刚度按下列公式计算(按弹性理论计算方法)：R=E//3c12(1-^2)式中Bc——板宽1m的截面抗弯刚度；E——弹性模量；h——板厚；“——泊松比。表中符号如下：f、£咐分别为板中心点的挠度和最大挠度；M.Mg——分别为平行于人方向板中心点单位板宽内的弯矩和板跨内最大弯矩；——分别为平行于Zy方向板中心点单位板宽内的弯矩和板跨内最大弯矩；M?——固定边中点沿人方向单位板宽内的弯矩；——固定边中点沿/y方向单位板宽内的弯矩。板支承边的符号为：固定边III山II!I简支边弯矩和挠度正负号的规定如下：弯矩——使板的受荷面受压者为正；挠度一一变位方向与荷载作用方向相同者为正。附表23中各表的弯矩系数系对六=0算得的，对于钢筋混凝土"一般可取为1/6,此时，对于挠度、支座中点弯矩,仍可按表中系数计算，对于跨中弯矩，一般也可按表中系数计算(即近似地认为#=0),必要时，可按下式计算：M七=Mx+/zMyMg,=My+[jMx—挠度二表中系数X%「涉厂f玖三IJ弯矩=表中系数Xqll皂1」一式中/o取用，x和，y中之较小者。1"M*四边简支双向板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23-1四边简支双向板

挠度二表中系数x-尊弯矩二表中系数X］富式中4取用4和ly中之较小者’三边简支、一边固定双向板l^iyfjT1MHMy虬时就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挠度=表中系数X譬夸矩二去中系数%依式中/||取用A和ly中之较小者。两对边简支、两对边固定双向板i^ly虬My4%S/M,My0.500.W16O-tXH7。一0K430.950.(696〔El时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顷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

挠度=表中系数乂招弯矩二表中系数X崩式中鬲取用上和&中之较小者。两邻边简支、两邻边固定双向板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®挠度=表中系数X暨-弯矩二表中系数XqllJL」式中取用L和人中之楚小者口一边简支、三边固定双向板f/nwc虬M,0.500.00257O.(K)2580,04080.04090.00280.0089-。.门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倾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炀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