Civil Engineering Reference
In-Depth Information
For member 3, the deformations at joints 4 and 5 are used.
4167041670
0 0 0 0
41670 41670
0
.
−
.
1 000
0100
0010
0 0595
0 0022
0 0602
0 0261
.
.
.
−
.326
0
0 326
0
0
=
−
.
.
.
0
0
0
00001
−
.
For member 4, the deformations at joints 1 and 2 are used.
6667066670
0 0 0 0
66670 66670
0
.
−
.
08 06 00
06
.
.
0
0
0 0246
0 0057
−
10 8
0
10 8
0
.
−
008 00
0008 06
0006 08
.
.
=
−
.
.
.
.
.
.
0
0
0
−
.
.
−
.
For member 5, the deformations at joints 2 and 5 are used.
6667066670
0 0 0 0
66670 66670
0
.
−
.
08 06 00
06
.
.
0 0246
0 0057
0 0602
00
.
−
10 8
0
10 8
0
.
−
008 00
0008 06
0006 08
.
.
−
.
=
−
.
.
.
.
.
.
0
0
0
−
.
.
−
.
261
For member 6, the deformations at joints 2 and 3 are used.
6667066670
0 0 0 0
66670 66670
0
.
−
.
08 06 00
06
.
.
0 0246
0 0057
0
0
.
15 4
0
15 4
0
.
−
008 00
0008 06
0006 08
.
.
−
.
=
−
.
.
.
.
.
0
0
0
−
.
.
For member 7, the deformations at joints 4 and 2 are used.
6667066670
0 0 0 0
66670 66670
0
.
−
.
08 06 00
06
.
.
0 0595
0 0024
0 0246
000
.
.
.
15 4
0
15 4
0
.
−
008 00
0008 06
0006 08
.
.
=
−
.
.
.
.
.
0
0
0
−
.
.
−
.
57
