Full text: Festigkeitslehre (2. Teil)

       
    
      
    
        
     
  
52 
XV. Trágheitsmomente quadratis 
a 
  
at 
12 
J 
      
    
     
scher Querschnitte. m 
  
IO | 833 
  
19 | 
20 | 
  
  
  
    
       
   
    
         
   
     
      
     
         
     
   
  
  
d E iss 
37 
38 
39 | 
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XVI. Trägheitsmomente kreisfórmiger Querschnitte. e") 
31 | 
32. 
33 
34 | 
35 | 
36 
m 
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nd: 
64 
so 
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406640 
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51 | 
52 
53 
54 
55 
56 
57 
58 | 
59 
| 
60 | 636172 
  
  
  
II 
12 
13 
14 | 
15 
16 | 
TE 
I8 | 
19 
20 | 
6r 
62 
63 | 
64 
65 
66 
67 | 
68 | 
69 
70 
  
  
37 
38 
39 
40 
81 
82 
83 
84 | 
85 
86 
87 
88 
89 
90 
*) Nach der , Hütte“, Des Ingenieurs Taschenbuch. 
  
453331 
51472 
58214 
65597 
73662 
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| 2443920 
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| 2685120 
| 
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41] 
42 
43 
44 
45| 
46 
47 | 
48 | 
49 | 
50 | 
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90 | 4000088 
97 | 4345671 
98 | 4527664 
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IOO | 4908738 
   
Äußere | 
15 Quadrats.| 
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LN o E M m 
BW ON = © 
 
	        
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