各型钢承重表

1、附录一各种型钢承载能力等边角钢横载能力选用表：胸端简支的钙荣在承披均布荷载时町自接貪F表选用材料(1) 符号 跨度单位：皿；祇载能力单位为：k#叫(2) 表内的分子为按挠疫(広二计算所得承载能力-分母为按强度计算所得承 载能力。附袁1-1等功角羽離栽氈力为用表(kjd/rnW WrU5D.fl1. 0L3xo2+3Z,33. 34. (14 5j.O6.040 x 40 x 43736 iw-7 12265003S%1347*3朽61412232獎聖107723 JO l宓168394311U77B862499419314210235 1踊LLOxHaxe25114*9901286831W5f

2、i56 !W3810N112206986160?7901057603B2331 i476期26020119914L157z.LlOHO 103349061201562139177120231746251740S67812091952 97?1284 wo999627435364320344245111193UOxtlOxn35571721016224 461483062730339620503125US22神H5378721丨胡73867554243厂284 28B2 DC146 血.I2J 125 k 10455MwT23327SH6106制30276Wfl 励40001579391S127

3、9)916TI4M 18864 J6S541 iig364 炳156253IK610515 x )15 s tl53314mT3*729352N)12443116808223424t4U263411131722429%1746S43IW3 las636430425血2WS52U丽126PS21140 K 40 x W647Q410H633194M74IM JO 弼封9B3O5rn56KZ一-!一 |flV74!4g16182j27五2134丽p 丽772 sn5194C53443l9265 丽153 m 140 x 140 x T231S943 7hS41772945却11530Sot5676

4、4Kb5 lyH319914462+SI 面1442歸625478E1318L?306FRP212/ 160 x 160 x 1040279 S537505?im rmmiSSWS32IM4161332171预IH62 94SH72 6ST53355 i dii3,51 4 04.5工D6-(112.61010293115480611242824610 m?72Kb3534S075U751272913TSSMSK8835746493S449727039219731811422014a412167(61610036364(WJ0767 457845432576132?16481347114484

5、B841399SS2914121682R514b314500M595767231742C3931011146U640 495449122T872316P83I4i&1038yi&910h4W- i696431 55031544512030916a558801S540 61606*JK23576T2T72060 颐1303 njr873 S666136844475542393S416h502 WO 14950I7O6W7532TO7185& 23922233I4C5 莎94293466278r1482 W2794141亦821021809924308EKM210237 43245254 2893

6、30402010J141477U83 FuT9018036577B380501Iftb83372 msr865711X147ftW553m216420601590I3S0 1217%9961707799空54020a11482722TW4口 Wg10124U346567347 364S425225312677mo1794 1424IMOTui918517531 63?70b1214S3244993655! 1088615424 61247900 39Z94571 27212B78 2000192S 153?1354 1209丽57167022a45723J 2377192956963g朋244

7、5fr3719TO43600 22732413169412357t522 b二4112132920725 74110I447886143332438&712443isS14771197IC2O23*6436015534271608627139105521S050 3833506S28H站96 215623K517031739138063395725b67423160602ft290361437257K3H433Sms5309 顽3S58 2159249917841821 144510541002如1 13W210880I966113824SJ4716635534802 27203373214S

8、24W17401422im2Kb413511172621178 75031225652117716 3M29317129M3611 25162M718761532 丽32o一61240 (319633M 9T25181516752*11427496276583WS3?8 3168532b656421628833619104241945672381224853T978209SS-SS42723?6J4203243JMiOb3Cjr490L6135102836?皿“ 一-9380L脚 6JJ93H969 w5277S4054IOT6I2SBT73546234f36b522

9、2fiUSS30孚5 号站14028752s-127525623895644265293顿3778249540a72561179814199312485237917317718702490725 MR707244955249 3H6647附表1-3工字钢章载勰力选用澳(kgf/in)規格0.3eg1.01.5ZO15303,3 f 4-04.55,0点010I264OT) 25QSRVK709MKI1580062724683- 2787tm1561011 1003583696369512247392173 30Q1262SO73 m1166153715SW31508 092344W竺2480201ft 而H67 1087735810492620346489252396!46275148970520400459311305611399958015738 3264294020&8I7H USD1071 1()6571RJ6504L -U-U-iM4I294362, “ 162OT72896 |1BG4621583 80209107451246662887270020051700 MM1B7 imSOUSi5fe3721+&h50(1川找66236O317061052213翌05920翌2J78839M26302