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

  
  
  
  
  
  
  
  
  
  
  
  
  
= | er an steskasche | Yartiesl- | Ba [Abstände Statische Momente ‚Statische Momente 
o2| winkel c : | I | der der Vertical- der Horizontal- 
3 3: u | srenk, | Funktionen componenten || componenten | Ancoriffe- Ga ronenteh | are 
M gs nen ie | der Winkel « | vo Pb 06 | = 2.6030 | Guikth | . | ge 
Pr | sin @ | cos & | positiv | negativ | positiv | negativ |-x Is positiv | negativ | positiv | negativ 
| | N I 1 En SEEN = 
1 600 | 10° 20° „+0,17987 +0,98378! 107,622 = | 590,268 218] .210 5509 98, — || 1180,54 — 
2 400 1109 45° 69° 1 15" +0,93514—0,35419| 374,056 : = 141,676| 5 | 4 | 1870, 28 — — 566,70 
3 250 | 50°15)| — +0,76884|4-0,63944 192,210 — | 159,960 a0 1922,10) — | 799,80) _ 
4 || 300 1200° 30'| 20° 301,—0,350211—0,93667|  — 105,063 —_ 281,001 3| 81 — | 3519| — | 2248.01 
5 11700 1240°0' | 60°0' 1—0,86603;| 0,5000 == 606,221 En 350,000 2| 3 | — | 1212,44 — | 1050,00 
6 || 500 300° 104 59° 50" ig ‚861570, 50252 — 432) 233] 251,260 16,8 | a 2593 zu 1507,56 = 
I} I I | 
  
  
  
14673, 88911143, 569 +1001 ‚4881 772,677) 
  
  
  
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Ve2r— nel 2 Sh— 208811) 
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R =-yVRrm — 522,456 
ig 0 = 4 — 2,0527; 0 = 295°58' 30" 
+4653,36 — 4121,34 43487 9 0 — 3864,71 
  
  
I= v)=+ 532,02 B (h y) = — 376,82 
Il | 5 
I ee) 
Zv |" Sn 
  
 
	        
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