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

c. [ - Eisen 
h = Höhe des Profiles. t = Stärke des Flansches. 
b = Breite des Profiles. ö = Stärke der Rippe. 
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
2 °g Eee Wider- 
‚= | Profilalbum Dimensionen ei Träg- stands- 
ne 1881 ad 88 heits- moment 
= ® 1 : zen se,®2 | moment. - ; 
= h | b | t | Öd a D g= hl e. I, 
wei 5 5 = Centimeter e 
Blatt | No. in Centimeter o& br als Einheit. | cm als Einh. 
1| xvI Kent 56-165 |: 0,8508 4,35 3,5 16,52 5,90 
9lxyı ı 2|60 |. 24 | 06:| 05 5,73 4,5 25,84 8,61 
av 2301.57.15 88.1.0905]. 0,65] : 8,28 6,5 38,49 13,51 
AS 55.578 1.,80-| 7 07 8,30 6,5 58,68 15,65 
5|xvI| 6 | 75 | 3,65) 0,75] 0,8 9,47 15 65,86 17,80 
BETT 220.705 17.50 [058251 0/9 E 11,56 9,0 84,83 22,63 
RLZVI | 96:80 1:40 10,2051 O6 10,18 7,75 94,50 23,62 
8Ixvi | 81:75 45 1085| 10 | 123,81 10,0 92,01 24,87 
9IxXYI | 10 1100 | #0 | 0,8755| 0,8 | 13,76 10,5 186,30 37,26 
IxyE | 164156 1:25 | 0,08] 0,87 13,51 10,5 273,08 40,16 
ılxvil 5 |ı30 | 45 | 0885| 0,7 | 14,57 11,5 329,59 50,71 
12| xvi| 2 |105 | 65 | 0,95| 0,8 | 19,30 15,0 324,92 61,89 
3 xvI| 17 1140 | 45 | 1085| 0,7 | 17,18 10,7 488,61 69,80 
14l xvi| 11 [105 | 66 | 115| 0,9 | 22,30 17,5 369,97 70,47 
15Ixvı | 3 |11,5|-65 | 1085| 10 | 28, 18,5 466,84 79.46 
slayu, 271151 815: 122 09 | :21,39 16,5 635,91 84,23 
171xvıı| 20 [145 | 6,0 | 0,95| 0,8 | 21,60 17,5 657,45 90,68 
181 XVII 2221.19.5 5,8 | 1,025 0,7 21531 16,5 7142,46 97,05 
PDlxvi |-14:1125 1.22 I 1,15: 0,9%. :26,70 20,5 621,38 99,42 
oolxvır! 28 15,1 | 6,55| 1,075| 0,8 | 24,60 19,0 840,55 | 111,33 
ılxvıll 2% |175 | 60 | 1,05| 0,8 | 24,92 18,5 1097,04 | 125,38 
9olxvıı| 18 |ı44 | 78 | 1,33] 1,2 | 34,87 27,0 1071,23 148,78 
DS XVII I 25210176 > 1,15| 0,975] 31,62 24,5 1413,12 160,58 
SAIXYIEı LI RIA,2 8,55| 1475| 13 40,46 32,9 1176,42 165,69 
| xvII| 26 | 17,45 | 7,775 | 1,275 | 1,075] 36,00 28,0 1595,81 182,90 
os|xvım 33 1220 | zo | 1,15] 1,0 | 35,30 27,0 2388,64 | 217,15 
Tl XIX | 39 1255 | 72 | 1,04| 1,0 | 36,91 29,0 307094 | 240,86 
osixvım 35 |285 | zo | 128] 10 | 88,05 30,5 2873.45 | 244,55 
SHIXYII| 27 1196 | 78 } 18 | 131 8,3 40,5 2633,67 | 268,74 
solxvim 36 [283 | 77 |135| 11 | 41,87 38,0 3189,89 | 273,81 
sılxıx | 40 1853 | 79 | 1125| 11 | 2,12 32,5 3539,23 | 279,78 
3al xıx | 41 1250 | 80 | 115| 10 | 41,10 35,5 3598,36 | 287,47 
SSLXYVIIl 29772410 1.100 t,3 10 44 40 34,0 3045,37 290,04 
34| xvIt| 28 19,4 | 8,25| 1,975) 1,4 | 54,08 42,5 9873,35 296,22 
35IxvIm 837 |285 | 85 | 1385| 1,0 | 4,45 34,0 3568,33 | 308,69 
36|xvım 30 |20,8 [1055| 13 | 11 | 4785 36,0 3164,04 | 304,24 
3zIxvIm 3 1235 | 9,0 | 13 | 10 | 4440 | 83,5 3641,19 | 310,40 
38] XVII 3 21,5 8,7 1,6 1,4 53,46 42,0 3478,00 323,54 
39|xVII 38 128,3 | 9,0 145| 1,1 48,22 37,0 3862,59 331,55 
AU SER | 42:96 1.90 | LE 1,0:.1.:46,10 36,0 4580,07 | 848,47 
Aılsvim 32 1014 | 96 | 16 | 15 | 5802 45,5 3770,99 | 352,43 
22) cıx |. 22 1300| 75 | 13 | 10 | 4410 | 85,5 573246 | 382,16 
3| XIX | 43 | 26,2 9,2 1,3 1,3 53,96 41,5 5096,52 889,05 
44| XIX | 44 | 25,9| 10,2 | 1,575) 1,4 59,07 46,0 5439,03 419,19 
5Ixıx | 45 Is00 | ss! 1525| 12 | o998 | 485 | 814440 | 54,96 
46| xIX | 46 [29,8 | 10,5 | 1,551 1,275| 68,85 52,25 8769,19 | 588,54 
  
  
 
	        
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