钢格板规格参数

钢格板系列1钢格板的自重、安全荷载及其挠度表柢!N，n.'R恤曲血间加［曲期格<mni.i150300450商90C10'5012W1WJ018002100S40D2700300033003颇S2OV3O/1COC2D3./30/5010Q迎,21.52L8(ID现0.2■700"0.8街fl3..22ie5.Di我熹12.B-20.11牛96异】[7205/30/]COG205-/30/50IC'L50,33.6舐g23^5aD6710.^0.8p74~LSI■r::土225.03is■7.2113e.8&1G12.B7土ZE.9641^251/30/10010026.0团捐{J胞157F押25r.13血4J*.-2D253-/30/6C50噩3Qlb0.61L.452.574.D25.S二8E10.316.g取L731.53■IL18C255./S0/1M10011.12SX3101E262HE舶L：g.：]ItID54025^/30/^&011,4D0.160.6-1"5Z57g5-?g7rBB10.316.胛S?31.53EL1SD323./30/1OT10032.332X3u103-12G71146-i11噩'2116-1054G323-/30/50扣S6.7LJ0.130„5L132.01L144就&16&0412.5710.12k四52.1S■10.72ra25-/30/l(XJ10G51.732-XS17184291906947!352S17116651CS2E-/30/5C5055.0Cl0.13fl.51.132.01a.IL-l一£26.IBeo-i1.'.7'Ifl.124.63J2.1S10.7210.22mo聂&16】。402件1饵轲■1-1332&将11855C-103-/30/5C50■12.3DXt0.40.91.612.513.e-2I.936.ii10.狷11.1S堆一7132.53l&Q60.a-19X5P獭I671wWi(r_|削112£X场:-一5G3S5/3Q/&050时IP0.1Q.?l.^L2.^13.M4.93011ID,05现由1-L4SZ7.叫54.2912,H&4O5/3O/IQfl1明6S.Br15X533芥S49厂212135916952-32福2317St4D&^30/&050g7MJp0.M0,3-3|0.s].H2.路3,224385,721L8712,3717.&232,5B10/22G505i/30/KK]10073.9(1-meI01B465加11折iib8555112S21161210S罗C505/30/5082.2DuAD[I0.0-60.32J'2L的2,DI2.93一915.158OL1L5815.772-0.5926.0632.1B醯一93比.33bc^Zao/iofl加101.6yFEB1771TB"■l-LZ况19&1羽110沌1S3527211790655/30/50501C1.9CJAiJp i0.&fi<L夜卫罪口,991.至主口*3.956.19a.9112.13壬一81gCL。吕21.75湾.明35.-6'l注:加重线左边为4Kpa均布荷载之下，挠度<5mm的相应跨距，这是行人步履舒适的极限挠度。荷载表说明♦U=外加安全均布面荷载，单位:Kpa♦D=变形挠度,单位:mm♦钢格板的理算自重是按原板计算的♦荷载是按许用挠曲应力171.6Mpa(0.66Fy计算的♦假定受荷扁钢是简单支承的无齿扁钢钢格板系列2钢格板的自重、安全荷载及其挠度表里号横杆＜颈】F握「庭母扁钢规格15〕跄匝阿4WwUoo150(?期Q£1切21Q037M3Q4W03/IO/J.OD0203/40/5017.120,J20X3u阳击0.2076D.切311.EQ19二1?仁c.?&7.6?我叫IDZB.95机uG25V10/li0G253Z10/5O1005021.024,120X51150S0.20izro.eo561.SO323.31205.02商7.23139.BE12.8730^1038.95调4tG255/10/5O1005Q32.736.02&M311佃0.15119a.6453L11302.5719■L02点107.8810.29ifi.oe23.1c31.533G321/iO/lM□323/10/50100SO至29.225X5U7910.比198B一6-1SB1.1119■/■3172Ifi7.BW121：；一q16.£)E2116「於1].IBC325/10/LWG325Z10/5O「i挪50的9押&52X3V0,13195'Q50疔L13峰2,01"si3.11L52IE6.12&0112.5618.炯2t63i?.r也72G4OVJO/1O0G403/10/50100S31.5对Z妃.5II13010.12325Q.501441.13812.QI523.1136土或Z66.1520&041312.5618.加21.63上J!G3SS/-10/1000385/40^0100W4S.05LJ40X5II122010305以401350-PQ76L5149ASL34■19319氏44121①瞻I,其J2-58G4O5/1G/1(KG405/10/501«05050,153.710X5U脱330.11SOB(X102260.9。1271.60Bl2.51漩3.61n4.92816.43R10,051411.厂1C19.70二3-2.57「G505/40/1MG50E/10/5010050觎165.150X5Uil77&.m7910.223530.72198L2B1272.018£2.696-43.94-195.n31RM2211.581615.761230.勤2-6.06J«55/-10/1MG555/10/5O1005079.&E3,165X5U&370C-.061312D.25睥0.5&抻50,991,551192.23IDS3.03船&9653K3.912T12.1320is.ai1&2-D.05齿型钢格板的换算系数承载扁"钢20X320X525X325X4.525X532X332X4.532X535X4.535X5载荷』不推荐0.790.790.790.830.83DM30.850.85挠度1.121.121.121.091.091.091.081.08钢格板系列3钢格板的自重、安全荷载及其挠度表52C5/60^5C 30 23.10期块招S323/60/5C&325/60/5C5103/60/5CiW5/6Ci/5C；!505/60/50指湖/龄废50新&仆52C5/60^5C 30 23.10期块招S323/60/5C&325/60/5C5103/60/5CiW5/6Ci/5C；!505/60/50指湖/龄废50新&仆5■J0X310X5注：加重线左边为4Kpa均布荷载之下，挠度＜5mm的相应跨距，这是行人步履舒适的极限挠度。承载20x320x5扁钢载荷不推荐挠度25x325x4.525x532x332x4.532x535x4.535x53