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1、钢格板系列 1钢格板的自重、安全荷载及其挠度表n.R 险应伽；8002100副OD27003000330036MS2OV3O/1COC2D3./30/5010Q5021.52L82CX3uD烦0.27000.8Si253-. 22ie5. 03二u&12. B20. 118.96蟲D205/30/JC0G05-/30/&01(：L5033.63L923 口WD6710,21670.874LSI3-. 235. D318：1、21u8. 851G12. B7ZE. 9611B10026.0塚MgU6221577025r.LJ10-42p5WO/505029,3a lb0. 61L.452. 57
2、4. 02sLs二 8E10. 316. mZX L731.53IL 18C255./S0/1M10041 12SX3101E262HEfi5匚29.：ItID54025/30/&011,4D0. 150. 6-1L-15Z574.025. ?g二曲10.3i&. ua23. i731. E3EL ISD323./30/1OT10032.332X3U103-12G71146-i11232116-10543G323-/30/505DJ5.7LJQ” B05L. 132.01Z4” &a氐1G& 0412.57W. 12 k的沱1810.72ra25-/3O/l(XJ10051.732-XSG17
3、18429190!J769473536-17118654GS2E-/30/5C5055.0Ci0.13fl. 51. 132.01a.ii丄26. IBe o- i1. 7IQ. 124. 631910.7210. 22他强ErlOXSG0402口倾轲1-1關笫特11955C-103-/30/5C5012.3D0, t0.40. 91.612. 513. &2I. 936. i i10. 0E11. 1S瓯7432.53l&Q60. a-19 X 5026嗣671298询l(tl54112L6球:-r6MS5/3Q/&050阴IP0. 1山勺Q. ?l.L沏3.4. 93$、11ID, Q5】
4、出1-L 4SZ7. 0954.2912, 3dC-105-/3Q/100100ea, ar15X5p33J7S493212L35916952-32332317St40&Z30/5O旳S7i 1p0,3-3,0. S1,432. ZJ3, 22曲却5,72S.SIIL 8712,37K. &232, SB10/22悶页/兀丿10073.9(I-meI01B465揃1STiib855511ZS211612108*C505/30/50讥82.2DU ADI0. 0-60. 32J ：2, DI2.93. 915. 158 OLIL 5815. 772-0. 5926.06錨一 1冃能9316. 3
5、3Gi5&/3O/1CKJ100101. &ElBE1771TB-I-L2233198110旳IS352721171-19G65/30/5050101. 9C J A iJP0 Ofid. 231 a.阪也S31.脈2. 233. 033. 956. 19a. 9112. 13】玉8420.0521. 7529.昭35.-6l注:加重线左边为4Kpa均布荷载之下，挠度5mm的相应跨距，这是行人步履舒适的极限挠度。荷载表说明 U=外加安全均布面荷载，单位:Kpa。=变形挠度，单位:mm钢格板的理算自重是按原板计算的 荷载是按许用挠曲应力 171.6Mpa(0.66Fy 计算的 假定受荷扁钢是简单
6、支承的无齿扁钢钢格板系列 2钢格板的自重、安全荷载及其挠度表星号触 a】F漳rKg/m2；扁钢 嫌格 ：CAL?15030Q4Wmmm皿Q12001504讯M21W240037M3Q4WO3AIO/1.0D10017.120X3廿3血7631191?&310203/40/505020, JD0.20Cl闵1. EQ:.二5. 027.賈$.861二監眇10ZB. 95皈丨G25V10/li010021. 020X51150Sizr563220打IdEG253Z10/5O5024,1D0. 20o. eo1. SO3. 315.027.239. 8512.8730103S. 9E39. 41G2
7、5S/-i0/lO010032.72&M3U们匕11953301913105J22G255/10/5O5Q36.0D0. 150. 641. M2. 57L025.79二 8810.29ifi.ce23. 1631. 5311. LBG33S/4C/KX)100药25X5U791198SB193122lfi123&13G 323/10/50SO29.2D0. 160.剖1. 1 1.:./. 77.関10. 29Ifi. 9E23. 1631. 531. IBC325/10/LWICO枪卑52X3V芻I19537活si:-r itL?J432G325Z10/5O5044.3D0,苗fl. 50
8、1. 132, 013. 11L526. 1巧& 0112.5618.的温63论rG4OVJO/1O010031. 5sII1301325144815236Z620139&54G403/10/50so丽冷D& 12Q. 501. 132. QI3.11九阴6. 15a 0412.5618.的21. 6352.171-0. 72G3SS/-10/100100IS. 040X5U12203051357649筋1912a64330385/400w5L JD4 100.400-岡L512r 513屈1 93氐44g吒IL谓19-25. 1J2- 5$-10-G405/1G/KK1Q50,110X5UZ
9、033SOB226127Bl珈1131页14IC5G405/10/505053.7D0,丄10, 100. 901. 602. 513.614. 926. 43L0,0511.厂19. 7025. C3-2.57G505/40/1M100姐I50X5Ifil777913531981278嗣-19312216129G50E/10/505065.1D&. m0.贮0. 72L 2B2.012.的3.射丘n乱CM11. 58再76加即26. DSS2.CBSS/IO/IOD10079. &65X5廿&3701312他13521 119105盟53M：2T201&G6 55/10/5050曲1D0.06D. 250. 5&0,991,552.233. 033, 96口 V3.9112. 1315. 312-D. 05JI.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. 83CL 830.储0. 850. 85挠度1. 121. 121. 121. 091. 091.091. 081. 08钢
