Skalierungsfaktor für die Verschiebungen           scal : 1
Element-Nr. li. Kn-Nr. x-li + dx*scal y-li + dy*scal
re. Kn-Nr. x-re + dx*scal y-re + dy*scal
1 1 8,99954128 -48,17361499
2 863,0001067 480,6088777
2 1 8,99954128 -48,17361499
3 871,9997173 -18,39112233
3 2 863,0001067 480,6088777
3 871,9997173 -18,39112233
4 2 863,0001067 480,6088777
4 1731,999931 499,99998
5 3 871,9997173 -18,39112233
4 1731,999931 499,99998
6 3 871,9997173 -18,39112233
5 1732,000069 0
7
   
   
8    
   
9    
   
10    
     
Ke      * de           =    fe Stabkraft im Element
in N
8,99954128 -34640
K1 -48,17361499 -20000
-2,99989328 34640
-19,39112233 20000 39999,11999
8,99954128 34640
K2 -48,17361499 0
5,99971728 -34640
-18,39112233 0 -34640
-2,99989328 1,22515E-12
K3 -19,39112233 -20000
5,99971728 -1,22515E-12
-18,39112233 20000 -20000
-2,99989328 -34640
K4 -19,39112233 0
-6,928E-05 34640
-0,00002 0 34640
5,99971728 -34640
K5 -18,39112233 -20000
-6,928E-05 34640
-0,00002 20000 39999,11999
5,99971728 69280
K6 -18,39112233 0
6,928E-05 -69280
0 0 -69280