Full text: Eisenbahn-Unter- und Oberbau (Heft 91)

    
   
   
   
   
   
   
    
    
   
    
    
   
    
    
    
  
     
    
  
  
  
  
  
  
  
  
Brückenbau. 
    
  
N 
  
  
  
Gesammtgewicht | 
für eine Oeffnung 
  
  
  
+ 
Er A 25 
5° o | Länge | Höhe | Entfernung | und ein Geleise 
Artder |B3| $ der der der Haupt- Zollpfunde | 
| I I 
Construetion\2 8, 5 | Träger | Träger träger I — Ka 
- | = 
3.5 — & 53 1728| -| 
| preussische Fuss 1. 2 oO | 
ee j | | 
Barren 2 6.10% |-0119,: 5' 800 | 252 | 78| 
; 2 10T His 5' 1.410| 288 | 78| 
i 2| 8 |10'10" | 17.344! 5' 1.760 | 288 18 
, 21:10. 11312"): 1! >41! 5' 2.830| 428 | 88] 
& 2 1 15W RB IA 5' 8.720) 444 | 92 
Blechträger | 2 | 14 17! 8’ | 1! 61,! 5' 4.790 | 400 | 88] 
; 2146.19 6 20. 5' 5.180 | 524 | 88| 
" 2111811201 72" 1/0” 5! 6.850 | 520 ,109| 
5 2 | 20 ja3’ 8" | 2' 6" 5 7.430 | 556 | 981 
z 3 | 20 83'154 2° 3,"| | AN OSgHE 000 | 1876018 
f 31 398! Dr 5' 9.460 | 556 | 981 
5 2 1:28 |31' 6" | 1'10° 5' 16.160 | 800 1127| 
4 ga a 5' 14.760 | 936 | 73] 
$ 2 | 35 |39' 0" | 2'10* 5' 18.100 | 700 |105| 
an v 9 21/, : e < En 
Barren Kita. R sah 1.280 |. 324 | 73! 
on | 
2a 13%, 86 
Blechträger 
Barren 
Blechträger 
N 
  
N 
DD DD 
BOLEND 
DD 
  
  
12 
50 
  
I0:.10° 
Pac 
28.0. 
a 
Ad 8 
4448: 
54' 8" 
  
it, 
vu 
15 0 
—D 
N SE 
DD 
2. 6 
1:7 v 
2, 61 
  
a 141, 
Sri7a 
g' 2" 
3. 0° 
11':6: 
  
2.500 
  
111.560 
114.180 
18.010 
125.890 
26.230 
  
38.470 1 
340 
400 
380 | 
556 
556 | 
512 | 
884 
856 | 
‚360 
  
188! 
  
	        
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