Full text: Festigkeitslehre (2. Teil)

   
werks- und Hütten-A.-G. 
Abt. Differdingen (Luxemburg). 
Neigung der inneren Flanschfláchen — 9 vH. 
rz. 
Die äußeren Flanschenkanten ohne Abrundung. 
IIIa. Breitflanschige Differdinger I-Träger 
(Grey-Trüger) der Deutsch-Luxemburgischen Berg- 
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
we Toi nl | 
| E | Fe) dd wmm 
| | cm? | kg/m cm4 | cms Wy 
4h - ; 
| 1I8B |180|180, 8,5/12,9 599 47,0 3512| 1073| 390| 119 | 3,28 
20B |200 200 38,5/13,8|| 70,4 55,3|| 5171| 1568| 517| 157 |3,30 
22B |220|220| 9 |14,7| 82,6] 64,8| 7379| 2216|| 671| 201 3,34 
24B |240|240| 10 |15,7| 96,8| 76,0| 10260| 3043|| 855| 254 |3,37 
25 B |250|250| 10,5/16,3| 105,1] 82,5|. 12066| 3575|| 965| 286 3,45 
26B |260|260|11 17,3|115,6| 90,7] 14352 4 261 | 1104 328 || 3,36 
27 B |270|270 | 11,3/17,8|123,2| 96,7/| 16 529| 4 920 | 1224| 365 | 3,35 
28 B | 280 | 280 | 11,5/18,4 131,8 103,4|| 19 052| 5 671 1361| 405 || 3,36 
29B (290|290,|12 19 | I41,1/110,8| 21 866) 6417 1508 443 | 3,40 
30 B ||300 | 300 | 12,5/20,3 152,1/119,4/| 25 201| 7 494 | 1680 500 || 3,36 
32 B |320|300|13 [20,6] 160,7|126,2|| 30 119| 7 867 || 1882 524 | 3,59 
| 
34 B 1340 300 | 13,4/21,1 | 167,4 131,4|| 35 241| 8 097 | 2073| 540 || 3,84 
36 B | 360 | 300 | 14,2/22,6 |181,5|142,5|| 42 479| 8 793 2360| 586 | 4,03 
38 B 113809 | 300 | 14,8:23,4| 191,2/150,1|| 49 496 9 175 | 2605| 612 | 4,23 
40 B | 400 | 300 | 15,5/24,6 |203,6/159,8|| 57 834| 9721 |2892| 648 || 4,46 
421/3B| 425 | 300 | 16. 25,4 |213,9|167,9| 68 24910078 3212| 672 | 4,78 
45 B || 450 | 300 | 17 [26,7 |229,3 180,0 | 80 887/10 668 3595| 711 || 5,06 
AT!/3B| 475 | 300 | 17,6/27,7 |242,0 |190,0|. 94 811|11 142 |3992| 743 | 8,37 
5o B | 500 | 300 | 19,4/28,9 261,8 205,5] I11 283/11 718||4451| 781 |5,7 
55 B | 550 | 300 | 20,6/30,8 |288,0/|226,1|| 145 95712 582 | 5308| 839 6,33 
60B | 600 | 300 | 20,831 |300,6|236,0|l 179 303/12 672 5977, 845 || 7,08 
65 B | 650 | 300 | 21,1/31,3|314,5||246,9| 217 402 12 814 6690| 854 || 7,83 
70 B | 700 | 300 | 21,1|31,3|325,2|255,3|| 258 106/12 818||7374 854 | 8,63 
75 B 750 | 300 | 21,1/31,3 | 335,7 | 263,5 | 302 560/12 823 | 8068| 855 | 9,44 
Eisenbahnschienen (ungefähr). 
Höhe | Pacte amont, Gewicht für 1 m 
h | | 
cm | | ems | | kg 
I fl 
10 | 80 i 24 
II | 100 i 27 
12 i 120 30 
13 140 33 
  
   
  
   
   
       
      
       
      
           
     
      
     
   
       
   
     
       
      
        
       
  
     
   
     
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