Full text: Die Technische Mechanik im Hochbau ([Textband])

137 
III. Trägheitsmomente des Kreisringquerschnittes. 
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
D = äusserer Durchmesser. d = Wandstärke. F = Flächeninhalt. 
J = Trägheitsmoment. 
| | 
#|Dls|r| J “ Do IR Js ImID | dl 35 
| — ————— — — I —_ — — ne mm 
110 1,2[83| 8327| 1117| 1,8) 86 | 2517 2110 3,0 1160 | 5968 
2/10|1,8|46| 408| 12 117 | 2,0| 942698] 22|22,5| 2,0129 | 6831 
311/1,2|37| 450| 13 |17| 2,5114 /3082| 23 |22,5 | 2,5157 | 7977 
411 1,8/52| 571| 14 |18| 2,0 | 101 |3267 | 241 22,5| 3,5209 | 9747 
5112|1,2/41| 601 15/18 2,2,109| 3475| 25125 | 2,5] 177 | 11320 
6/12 |1,8,58| 773] 1618| 2,5122 3751| 26/25 | 3/5 | 286 | 14022 
7\13,1,5|55| 911] 17 19) 20 | 107 [3912| 27 127,5 | 3,5 | 264 | 19397 
814 20751395] 1819| 2,2| 116 4168| 281 30,0| 3,5 |291 26021 
9115122189 1866| 1919| 2,5130 4511| 29 |35,0| 3,5 346 | 43484 
Mr 1,8\80 2056| 20120 | 2,2 m 0 3,5 | 401 | 67440 
| 
IV. Trägheitsmomente des Kreuzquerschnittes. 
h = Höhe und Breite. d = Gussstärke. F = Fläche. 
J = Trägheitsmoment. 
we | 
MBihl Oo FE air I IM hıd | F J 
ae | | Seleoh 4 
| | 
ı| 5lı2lı1| 13 | ı1 J10| 3,0 |. 36) 172 | 2125| 3,5 [163 | 4634 
2| 511614) ıs | 12 11) 30| ao| 228 | 2225| 4,0\184| 5320 
3| 611,213] 22 | 13 |12| 2,0) 44| 295 | 231128| 3,0 |157 | 5544 
a 614/15) 36 | 14 |13| 20| as| 373 | 2430| 301171 | e8ıl 
5 6/1,8/18| 34 | 15 |115| 2,0) 56| 562 | 2530| 3,5198 | 7970 
6|| 711,4,18| 40 | 16 117 | 2,0) 64| 829 | 26 1132| 3,01183| 8252 
7 | 7\1,8|22| 55 | 17 119) 2,0| 72|1154 | 27 |30| 4,01224| 9139 
8| 8/1,6/23| 70 | 18 |20| 2,0| 7611345 | 281132] 4,0 | 240 | 11072 
9 | 9/1,6126| 96 | 19 |20| 3,0|111 12038 | 2933| 4,0 | 248 | 12133 
10 || 10/1,6|29| 136 | 20 122| 4,0 | 160 | 3645 A 4,0 | 264 | 14557 
| | 
V. Trägheitsmomente des hohlen Quadratquerschnittes. 
a — Seite des Quadrates. d — Gussstärke. F = Fläche. 
J = Trägheitsmoment. 
| | 
Mia db E13 Mad BE) I I | Ed 
alles: is ie | z 
m = = ee en 
1110 2,0| 64| 725 11119 3,01192| 8479 | 21 \97 2,5 | 245 | 24766 
2|11|2,5| 85| 1112 12 21 | 2,5 | 185 | 10746 | 22| 29 | 2,0 | 216 | 26388 
312120) 8011387 |13)213,0|216| 11988 | 23128 12,5 [255 27901 
4 /12\3,0/108| 1620 [1422| 3,0 | 228 | 14060 | 24 | 27 | 3,0 | 288 | 28080 
513 |2,5 | 1052040 |15| 25 |2,5 |225 | 19219 | 25 |30 | 2,0 | 224 | 29419 
6 114 12,5 115 | 2654 | 16 |27 |2,0 | 200 | 20967 | 26 |29 | 2,5 | 265 | 31292 
7115 |2,5 | 125 | 3386 17) 25 | 3,0 | 264 | 21692 | 27/28 | 3,0 | 300 | 31700 
8/16 |2,51135/4241 |18 126 | 2,5 | 235 | 21874 | 2830 | 2,5 | 275 | 34948 
9 16 | 3,0 | 156 | 4628 | 19128 | 2,0 | 208 | 23573 | 29 |29 | 3,0 | 312 | 35620 
10 18 | 3,0 | 180 | 7020 n 26 | 3,0 1276 24748 “| 30 | 3,0 | 324 | 39852 
  
  
  
  
  
  
  
  
  
  
  
  
 
	        
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