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3d Truss 100

The document describes the material and geometric properties of 12 structural members. It includes: - Member cross-sectional areas, lengths, Young's moduli, moments of inertia - Node coordinates and member connectivity - Direction cosines defining member orientations in space - The global stiffness matrix relating forces and displacements for the structure

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MARKCHRISTMAS
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0% found this document useful (0 votes)
139 views43 pages

3d Truss 100

The document describes the material and geometric properties of 12 structural members. It includes: - Member cross-sectional areas, lengths, Young's moduli, moments of inertia - Node coordinates and member connectivity - Direction cosines defining member orientations in space - The global stiffness matrix relating forces and displacements for the structure

Uploaded by

MARKCHRISTMAS
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as XLSX, PDF, TXT or read online on Scribd
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Engr.

Nodal Data Member 1: Node # x


No x y z Near Node 1 -4
1 -4 0 4 Far Node 5 -2
2 4 0 4 E= 200 GPa
3 4 0 -4 I= mm4
4 -4 0 -4 A= 4000 mm2
5 -2 10 2 X-Cos = 0.1924500897299
6 2 10 2 Y-Cos = 0.9622504486494
7 2 10 -2 Z-Cos = -0.1924500897299
8 -2 10 -2 L = 10.392304845413 m
9 Member 2: Node # x
10 Near Node 2 4
11 Far Node 6 2
12 E= 200 GPa
13 I= mm4
14 A= 4000 mm2
15 X-Cos = -0.1924500897299
16 Y-Cos = 0.9622504486494
17 Z-Cos = -0.1924500897299
18 L = 10.392304845413 m
19 Member 3: Node # x
20 Near Node 3 4
21 Far Node 7 2
22 E= 200 GPa
23 I= mm4
24 A= 4000 mm2
25 X-Cos = -0.1924500897299
26 Y-Cos = 0.9622504486494
27 Z-Cos = 0.1924500897299
28 L = 10.392304845413 m
29 Member 4: Node # x
30 Near Node 4 -4
Far Node 8 -2
E= 200 GPa
I= mm4
A= 4000 mm2
X-Cos = 0.1924500897299
Y-Cos = 0.9622504486494
Z-Cos = 0.1924500897299
L = 10.392304845413 m
Member 5: Node # x
Near Node 1 -4
Far Node 6 2
E= 200 GPa
I= mm4
A= 4000 mm2
X-Cos = 0.5070925528371
Y-Cos = 0.8451542547285
Z-Cos = -0.1690308509457
L = 11.832159566199 m
Member 6: Node # x
Near Node 2 4
Far Node 7 2
E= 200 GPa
I= mm4
A= 4000 mm2
X-Cos = -0.1690308509457
Y-Cos = 0.8451542547285
Z-Cos = -0.5070925528371
L = 11.832159566199 m
Member 7: Node # x
Near Node 3 4
Far Node 8 -2
E= 200 GPa
I= mm4
A= 4000 mm2
X-Cos = -0.5070925528371
Y-Cos = 0.8451542547285
Z-Cos = 0.1690308509457
L = 11.832159566199 m
Member 8: Node # x
Near Node 4 -4
Far Node 5 -2
E= 200 GPa
I= mm4
A= 4000 mm2
X-Cos = 0.1690308509457
Y-Cos = 0.8451542547285
Z-Cos = 0.5070925528371
L = 11.832159566199 m
Member 9: Node # x
Near Node 5 -2
Far Node 6 2
E= 200 GPa
I= mm4
A= 4000 mm2
X-Cos = 1
Y-Cos = 0
Z-Cos = 0
L= 4m
Member 10: Node # x
Near Node 6 2
Far Node 7 2
E= 200 GPa
I= mm4
A= 4000 mm2
X-Cos = 0
Y-Cos = 0
Z-Cos = -1
L= 4m
Member 11: Node # x
Near Node 7 2
Far Node 8 -2
E= 200 GPa
I= mm4
A= 4000 mm2
X-Cos = -1
Y-Cos = 0
Z-Cos = 0
L= 4m
Member 12: Node # x
Near Node 5 -2
Far Node 8 -2
E= 200 GPa
I= mm4
A= 4000 mm2
X-Cos = 0
Y-Cos = 0
Z-Cos = -1
L= 4m
ngr. Mark Christian D. Esguerra

y z
0 4
10 2
1 1
2 2
3 3
13 4
14 5
15 6

y z
0 4
10 2
4 1
5 2
6 3
16 4
17 5
18 6

y z
0 -4
10 -2
7 1
8 2
9 3
19 4
20 5
21 6

y z
0 -4
10 -2
10 1
11 2
12 3
22 4
23 5
24 6
y z
0 4
10 2
1 1
2 2
3 3
16 4
17 5
18 6

y z
0 4
10 -2
4 1
5 2
6 3
19 4
20 5
21 6

y z
0 -4
10 -2
7 1
8 2
9 3
22 4
23 5
24 6

y z
0 -4
10 2
10 1
11 2
12 3
13 4
14 5
15 6

y z
10 2
10 2
13 1
14 2
15 3
16 4
17 5
18 6

y z
10 2
10 -2
16 1
17 2
18 3
19 4
20 5
21 6

y z
10 -2
10 -2
19 1
20 2
21 3
22 4
23 5
24 6

y z
10 2
10 -2
13 1
14 2
15 3
22 4
23 5
24 6
Esguerra

STIFFNESS MATRIX
1 2 3 13 14
1 2 3 4 5
2851.1124404426 14255.562202213 -2851.1124404426 -2851.1124404426 -14255.562202213
14255.562202213 71277.811011065 -14255.562202213 -14255.562202213 -71277.811011065
-2851.1124404426 -14255.562202213 2851.1124404426 2851.1124404426 14255.562202213
-2851.1124404426 -14255.562202213 2851.1124404426 2851.1124404426 14255.562202213
-14255.562202213 -71277.811011065 14255.562202213 14255.562202213 71277.811011065
2851.1124404426 14255.562202213 -2851.1124404426 -2851.1124404426 -14255.562202213

STIFFNESS MATRIX
4 5 6 16 17
1 2 3 4 5
2851.1124404426 -14255.562202213 2851.1124404426 -2851.1124404426 14255.562202213
-14255.562202213 71277.811011065 -14255.562202213 14255.562202213 -71277.811011065
2851.1124404426 -14255.562202213 2851.1124404426 -2851.1124404426 14255.562202213
-2851.1124404426 14255.562202213 -2851.1124404426 2851.1124404426 -14255.562202213
14255.562202213 -71277.811011065 14255.562202213 -14255.562202213 71277.811011065
-2851.1124404426 14255.562202213 -2851.1124404426 2851.1124404426 -14255.562202213

STIFFNESS MATRIX
7 8 9 19 20
1 2 3 4 5
2851.1124404426 -14255.562202213 -2851.1124404426 -2851.1124404426 14255.562202213
-14255.562202213 71277.811011065 14255.562202213 14255.562202213 -71277.811011065
-2851.1124404426 14255.562202213 2851.1124404426 2851.1124404426 -14255.562202213
-2851.1124404426 14255.562202213 2851.1124404426 2851.1124404426 -14255.562202213
14255.562202213 -71277.811011065 -14255.562202213 -14255.562202213 71277.811011065
2851.1124404426 -14255.562202213 -2851.1124404426 -2851.1124404426 14255.562202213

STIFFNESS MATRIX
10 11 12 22 23
1 2 3 4 5
2851.1124404426 14255.562202213 2851.1124404426 -2851.1124404426 -14255.562202213
14255.562202213 71277.811011065 14255.562202213 -14255.562202213 -71277.811011065
2851.1124404426 14255.562202213 2851.1124404426 -2851.1124404426 -14255.562202213
-2851.1124404426 -14255.562202213 -2851.1124404426 2851.1124404426 14255.562202213
-14255.562202213 -71277.811011065 -14255.562202213 14255.562202213 71277.811011065
-2851.1124404426 -14255.562202213 -2851.1124404426 2851.1124404426 14255.562202213
STIFFNESS MATRIX
1 2 3 16 17
1 2 3 4 5
17386.030382987 28976.717304978 -5795.3434609956 -17386.030382987 -28976.717304978
28976.717304978 48294.52884163 -9658.9057683259 -28976.717304978 -48294.52884163
-5795.3434609956 -9658.9057683259 1931.7811536652 5795.3434609956 9658.9057683259
-17386.030382987 -28976.717304978 5795.3434609956 17386.030382987 28976.717304978
-28976.717304978 -48294.52884163 9658.9057683259 28976.717304978 48294.52884163
5795.3434609956 9658.9057683259 -1931.7811536652 -5795.3434609956 -9658.9057683259

STIFFNESS MATRIX
4 5 6 19 20
1 2 3 4 5
1931.7811536652 -9658.9057683259 5795.3434609956 -1931.7811536652 9658.9057683259
-9658.9057683259 48294.52884163 -28976.717304978 9658.9057683259 -48294.52884163
5795.3434609956 -28976.717304978 17386.030382987 -5795.3434609956 28976.717304978
-1931.7811536652 9658.9057683259 -5795.3434609956 1931.7811536652 -9658.9057683259
9658.9057683259 -48294.52884163 28976.717304978 -9658.9057683259 48294.52884163
-5795.3434609956 28976.717304978 -17386.030382987 5795.3434609956 -28976.717304978

STIFFNESS MATRIX
7 8 9 22 23
1 2 3 4 5
17386.030382987 -28976.717304978 -5795.3434609956 -17386.030382987 28976.717304978
-28976.717304978 48294.52884163 9658.9057683259 28976.717304978 -48294.52884163
-5795.3434609956 9658.9057683259 1931.7811536652 5795.3434609956 -9658.9057683259
-17386.030382987 28976.717304978 5795.3434609956 17386.030382987 -28976.717304978
28976.717304978 -48294.52884163 -9658.9057683259 -28976.717304978 48294.52884163
5795.3434609956 -9658.9057683259 -1931.7811536652 -5795.3434609956 9658.9057683259

STIFFNESS MATRIX
10 11 12 13 14
1 2 3 4 5
1931.7811536652 9658.9057683259 5795.3434609956 -1931.7811536652 -9658.9057683259
9658.9057683259 48294.52884163 28976.717304978 -9658.9057683259 -48294.52884163
5795.3434609956 28976.717304978 17386.030382987 -5795.3434609956 -28976.717304978
-1931.7811536652 -9658.9057683259 -5795.3434609956 1931.7811536652 9658.9057683259
-9658.9057683259 -48294.52884163 -28976.717304978 9658.9057683259 48294.52884163
-5795.3434609956 -28976.717304978 -17386.030382987 5795.3434609956 28976.717304978

STIFFNESS MATRIX
13 14 15 16 17
1 2 3 4 5
200000 0 0 -200000 0
0 0 0 0 0
0 0 0 0 0
-200000 0 0 200000 0
0 0 0 0 0
0 0 0 0 0

STIFFNESS MATRIX
16 17 18 19 20
1 2 3 4 5
0 0 0 0 0
0 0 0 0 0
0 0 200000 0 0
0 0 0 0 0
0 0 0 0 0
0 0 -200000 0 0

STIFFNESS MATRIX
19 20 21 22 23
1 2 3 4 5
200000 0 0 -200000 0
0 0 0 0 0
0 0 0 0 0
-200000 0 0 200000 0
0 0 0 0 0
0 0 0 0 0

STIFFNESS MATRIX
13 14 15 22 23
1 2 3 4 5
0 0 0 0 0
0 0 0 0 0
0 0 200000 0 0
0 0 0 0 0
0 0 0 0 0
0 0 -200000 0 0
GLOBAL STIFFNESS MATRIX
15
6 1 2
2851.1124404426 1 20,237.14 43,232.28
14255.562202213 2 43,232.28 119,572.34
-2851.1124404426 3 -8,646.46 -23,914.47
-2851.1124404426 4 0.00 0.00
-14255.562202213 5 0.00 0.00
2851.1124404426 6 0.00 0.00
7 0.00 0.00
8 0.00 0.00
18 9 0.00 0.00
6 10 0.00 0.00
-2851.1124404426 11 0.00 0.00
14255.562202213 12 0.00 0.00
-2851.1124404426 13 -2,851.11 -14,255.56
2851.1124404426 14 -14,255.56 -71,277.81
-14255.562202213 15 2,851.11 14,255.56
2851.1124404426 16 -17,386.03 -28,976.72
17 -28,976.72 -48,294.53
18 5,795.34 9,658.91
21 19 0.00 0.00
6 20 0.00 0.00
2851.1124404426 21 0.00 0.00
-14255.562202213 22 0.00 0.00
-2851.1124404426 23 0.00 0.00
-2851.1124404426 24 0.00 0.00
14255.562202213
2851.1124404426
REDUCE STIFFNESS MATRIX

24 13 14
6 13 204782.89359411 23914.467970539
-2851.1124404426 14 23914.467970539 119572.3398527
-14255.562202213 15 2944.231020553 14721.155102765
-2851.1124404426 16 -200000 0
2851.1124404426 17 0 0
14255.562202213 18 0 0
2851.1124404426 19 0 0
20 0 0
21 0 0
18 22 0 0
6 23 0 0
5795.3434609956 24 0 0
9658.9057683259
-1931.7811536652
-5795.3434609956
-9658.9057683259
1931.7811536652

21
6
-5795.3434609956
28976.717304978
-17386.030382987
5795.3434609956
-28976.717304978
17386.030382987

24
6
5795.3434609956
-9658.9057683259
-1931.7811536652
-5795.3434609956
9658.9057683259
1931.7811536652

15
6
-5795.3434609956
-28976.717304978
-17386.030382987
5795.3434609956
28976.717304978
17386.030382987

18
6
0
0
0
0
0
0

21
6
0
0
-200000
0
0
200000

24
6
0
0
0
0
0
0

24
6
0
0
-200000
0
0
200000
3 4 5 6 7
-8,646.46 0.00 0.00 0.00 0.00
-23,914.47 0.00 0.00 0.00 0.00
4,782.89 0.00 0.00 0.00 0.00
0.00 4,782.89 -23,914.47 8,646.46 0.00
0.00 -23,914.47 119,572.34 -43,232.28 0.00
0.00 8,646.46 -43,232.28 20,237.14 0.00
0.00 0.00 0.00 0.00 20,237.14
0.00 0.00 0.00 0.00 -43,232.28
0.00 0.00 0.00 0.00 -8,646.46
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
2,851.11 0.00 0.00 0.00 0.00
14,255.56 0.00 0.00 0.00 0.00
-2,851.11 0.00 0.00 0.00 0.00
5,795.34 -2,851.11 14,255.56 -2,851.11 0.00
9,658.91 14,255.56 -71,277.81 14,255.56 0.00
-1,931.78 -2,851.11 14,255.56 -2,851.11 0.00
0.00 -1,931.78 9,658.91 -5,795.34 -2,851.11
0.00 9,658.91 -48,294.53 28,976.72 14,255.56
0.00 -5,795.34 28,976.72 -17,386.03 2,851.11
0.00 0.00 0.00 0.00 -17,386.03
0.00 0.00 0.00 0.00 28,976.72
0.00 0.00 0.00 0.00 5,795.34

15 16 17 18 19
2944.231020553 -200000 0 0 0
14721.155102765 0 0 0 0
220237.14282343 0 0 0 0
0 220237.14282343 14721.155102765 -2944.231020553 0
0 14721.155102765 119572.3398527 -23914.467970539 0
0 -2944.231020553 -23914.467970539 204782.89359411 0
0 0 0 0 204782.89359411
0 0 0 0 -23914.467970539
0 0 0 -200000 2944.231020553
0 0 0 0 -200000
0 0 0 0 0
-200000 0 0 0 0
8 9 10 11 12
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
-43,232.28 -8,646.46 0.00 0.00 0.00
119,572.34 23,914.47 0.00 0.00 0.00
23,914.47 4,782.89 0.00 0.00 0.00
0.00 0.00 4,782.89 23,914.47 8,646.46
0.00 0.00 23,914.47 119,572.34 43,232.28
0.00 0.00 8,646.46 43,232.28 20,237.14
0.00 0.00 -1,931.78 -9,658.91 -5,795.34
0.00 0.00 -9,658.91 -48,294.53 -28,976.72
0.00 0.00 -5,795.34 -28,976.72 -17,386.03
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
14,255.56 2,851.11 0.00 0.00 0.00
-71,277.81 -14,255.56 0.00 0.00 0.00
-14,255.56 -2,851.11 0.00 0.00 0.00
28,976.72 5,795.34 -2,851.11 -14,255.56 -2,851.11
-48,294.53 -9,658.91 -14,255.56 -71,277.81 -14,255.56
-9,658.91 -1,931.78 -2,851.11 -14,255.56 -2,851.11

20 21 22 23 24
0 0 0 0 0
0 0 0 0 0
0 0 0 0 -200000
0 0 0 0 0
0 0 0 0 0
0 -200000 0 0 0
-23914.467970539 2944.231020553 -200000 0 0
119572.3398527 -14721.155102765 0 0 0
-14721.155102765 220237.14282343 0 0 0
0 0 220237.14282343 -14721.155102765 -2944.231020553
0 0 -14721.155102765 119572.3398527 23914.467970539
0 0 -2944.231020553 23914.467970539 204782.89359411
13 14 15 16 17
-2,851.11 -14,255.56 2,851.11 -17,386.03 -28,976.72
-14,255.56 -71,277.81 14,255.56 -28,976.72 -48,294.53
2,851.11 14,255.56 -2,851.11 5,795.34 9,658.91
0.00 0.00 0.00 -2,851.11 14,255.56
0.00 0.00 0.00 14,255.56 -71,277.81
0.00 0.00 0.00 -2,851.11 14,255.56
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
-1,931.78 -9,658.91 -5,795.34 0.00 0.00
-9,658.91 -48,294.53 -28,976.72 0.00 0.00
-5,795.34 -28,976.72 -17,386.03 0.00 0.00
204,782.89 23,914.47 2,944.23 -200,000.00 0.00
23,914.47 119,572.34 14,721.16 0.00 0.00
2,944.23 14,721.16 220,237.14 0.00 0.00
-200,000.00 0.00 0.00 220,237.14 14,721.16
0.00 0.00 0.00 14,721.16 119,572.34
0.00 0.00 0.00 -2,944.23 -23,914.47
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 -200,000.00 0.00 0.00

[P] [d]

13 45 kN 13
14 -90 kN 14
15 0 kN 15
16 0 kN 16
17 -90 kN 17
18 0 kN 18
19 0 kN 19
20 -90 kN 20
21 0 kN 21
22 45 kN 22
23 -90 kN 23
24 0 kN 24
18 19 20 21 22
5,795.34 0.00 0.00 0.00 0.00
9,658.91 0.00 0.00 0.00 0.00
-1,931.78 0.00 0.00 0.00 0.00
-2,851.11 -1,931.78 9,658.91 -5,795.34 0.00
14,255.56 9,658.91 -48,294.53 28,976.72 0.00
-2,851.11 -5,795.34 28,976.72 -17,386.03 0.00
0.00 -2,851.11 14,255.56 2,851.11 -17,386.03
0.00 14,255.56 -71,277.81 -14,255.56 28,976.72
0.00 2,851.11 -14,255.56 -2,851.11 5,795.34
0.00 0.00 0.00 0.00 -2,851.11
0.00 0.00 0.00 0.00 -14,255.56
0.00 0.00 0.00 0.00 -2,851.11
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
-2,944.23 0.00 0.00 0.00 0.00
-23,914.47 0.00 0.00 0.00 0.00
204,782.89 0.00 0.00 -200,000.00 0.00
0.00 204,782.89 -23,914.47 2,944.23 -200,000.00
0.00 -23,914.47 119,572.34 -14,721.16 0.00
-200,000.00 2,944.23 -14,721.16 220,237.14 0.00
0.00 -200,000.00 0.00 0.00 220,237.14
0.00 0.00 0.00 0.00 -14,721.16
0.00 0.00 0.00 0.00 -2,944.23

[d]

0.004335698619 m
-0.0018141385028 m
0.0015783312984 m
0.004020698619 m
-0.0015813572238 m
-0.0016683312984 m
0.0007740360222 m
-0.0007921915746 m
-0.0015783312984 m
0.0008640360222 m
-0.0009799728536 m
0.0016683312984 m
Member 1: Node #
Near Node 1
23 24 Far Node 5
0.00 0.00 E= 200
0.00 0.00 I=
0.00 0.00 A= 4000
0.00 0.00 X-Cos = 0.1924500897299
0.00 0.00 Y-Cos = 0.9622504486494
0.00 0.00 Z-Cos = -0.1924500897299
28,976.72 5,795.34 L = 10.392304845413
-48,294.53 -9,658.91
-9,658.91 -1,931.78 Member Joint Deflection
-14,255.56 -2,851.11
-71,277.81 -14,255.56 {v},
-14,255.56 -2,851.11 1 0
0.00 0.00 2 0
0.00 0.00 3 0
0.00 -200,000.00 13 0.004335698619
0.00 0.00 14 -0.0018141385028
0.00 0.00 15 0.0015783312984
0.00 0.00
0.00 0.00 Member 2: Node #
0.00 0.00 Near Node 2
0.00 0.00 Far Node 6
-14,721.16 -2,944.23 E= 200
119,572.34 23,914.47 I=
23,914.47 204,782.89 A= 4000
X-Cos = -0.1924500897299
Y-Cos = 0.9622504486494
Z-Cos = -0.1924500897299
L = 10.392304845413

Member Joint Deflection

{v},
4 0
5 0
6 0
16 0.004020698619
17 -0.0015813572238
18 -0.0016683312984

Member 3: Node #
Near Node 3
Far Node 7
E= 200
I=
A= 4000
X-Cos = -0.1924500897299
Y-Cos = 0.9622504486494
Z-Cos = 0.1924500897299
L = 10.392304845413

Member Joint Deflection

{v},
7 0
8 0
9 0
19 0.0007740360222
20 -0.0007921915746
21 -0.0015783312984

Member 4: Node #
Near Node 4
Far Node 8
E= 200
I=
A= 4000
X-Cos = 0.1924500897299
Y-Cos = 0.9622504486494
Z-Cos = 0.1924500897299
L= 10.392304845413

Member Joint Deflection

{v},
10 0
11 0
12 0
22 0.0008640360222
23 -0.0009799728536
24 0.0016683312984

Member 5: Node #
Near Node 1
Far Node 6
E= 200
I=
A= 4000
X-Cos = 0.5070925528371
Y-Cos = 0.8451542547285
Z-Cos = -0.1690308509457
L = 11.832159566199

Member Joint Deflection

{v},
1 0
2 0
3 0
16 0.004020698619
17 -0.0015813572238
18 -0.0016683312984

Member 6: Node #
Near Node 2
Far Node 7
E= 200
I=
A= 4000
X-Cos = -0.1690308509457
Y-Cos = 0.8451542547285
Z-Cos = -0.5070925528371
L = 11.832159566199

Member Joint Deflection

{v},
4 0
5 0
6 0
19 0.0007740360222
20 -0.0007921915746
21 -0.0015783312984
x y z
-4 0 4
-2 10 2
GPa 1
mm4 2
mm2 3
13
14
15
m

u=[T][v] EA/L
m 0 76980.03589195 -76980.03589195
m -0.001215 -76980.03589195 76980.03589195
m
m [T]
m 0.1924500897299 0.9622504486494 -0.1924500897299 0
m 0 0 0 0.1924500897299

x y z
4 0 4
2 10 2
GPa 4
mm4 5
mm2 6
16
17
18
m

u=[T][v] EA/L
m 0 76980.03589195 -76980.03589195
m -0.001974375 -76980.03589195 76980.03589195
m
m [T]
m -0.1924500897299 0.9622504486494 -0.1924500897299 0
m 0 0 0 -0.1924500897299

x y z
4 0 -4
2 10 -2
GPa 7
mm4 8
mm2 9
19
20
21
m

u=[T][v] EA/L
m 0 76980.03589195 -76980.03589195
m -0.001215 -76980.03589195 76980.03589195
m
m [T]
m -0.1924500897299 0.9622504486494 0.1924500897299 0
m 0 0 0 -0.1924500897299

x y z
-4 0 -4
-2 10 -2
GPa 10
mm4 11
mm2 12
22
23
24
m

u=[T][v] EA/L
m 0 76980.03589195 -76980.03589195
m -0.000455625 -76980.03589195 76980.03589195
m
m [T]
m 0.1924500897299 0.9622504486494 0.1924500897299 0
m 0 0 0 0.1924500897299

x y z
-4 0 4
2 10 2
GPa 1
mm4 2
mm2 3
16
17
18
m

u=[T][v] EA/L
m 0 67612.340378281 -67612.340378281
m 0.000984375 -67612.340378281 67612.340378281
m
m [T]
m 0.5070925528371 0.8451542547285 -0.1690308509457 0
m 0 0 0 0.5070925528371

x y z
4 0 4
2 10 -2
GPa 4
mm4 5
mm2 6
19
20
21
m

u=[T][v] EA/L
m 0 67612.340378281 -67612.340378281
m 1.301042607E-18 -67612.340378281 67612.340378281
m
m [T]
m -0.1690308509457 0.8451542547285 -0.5070925528371 0
m 0 0 0 -0.1690308509457
STIFFNESS MATRIX
1 2 3 13
1 2 3 4
1 2851.1124404426 356.38905505533 -2851.1124404426 -2851.1124404426
2 14255.562202213 1781.9452752766 -14255.562202213 -14255.562202213
3 -2851.1124404426 -14255.562202213 2851.1124404426 2851.1124404426
4 -2851.1124404426 -356.38905505533 2851.1124404426 2851.1124404426
5 -14255.562202213 -1781.9452752766 14255.562202213 14255.562202213
6 2851.1124404426 14255.562202213 -2851.1124404426 -2851.1124404426

Member End Forces

Node # Member Axial


1 93.53074360872 kN 1
5 -93.53074360872 kN 2
3
13
0 0 14
0.9622504486494 -0.1924500897299 15

STIFFNESS MATRIX
4 5 6 16
1 2 3 4
1 2851.1124404426 -14255.562202213 2851.1124404426 -2851.1124404426
2 -14255.562202213 71277.811011065 -14255.562202213 14255.562202213
3 2851.1124404426 -14255.562202213 2851.1124404426 -2851.1124404426
4 -2851.1124404426 14255.562202213 -2851.1124404426 2851.1124404426
5 14255.562202213 -71277.811011065 14255.562202213 -14255.562202213
6 -2851.1124404426 14255.562202213 -2851.1124404426 2851.1124404426

Member End Forces

Node # Member Axial


2 151.98745836417 kN 4
6 -151.98745836417 kN 5
6
16
0 0 17
0.9622504486494 -0.1924500897299 18

STIFFNESS MATRIX
7 8 9 19
1 2 3 4
1 2851.1124404426 -14255.562202213 -2851.1124404426 -2851.1124404426
2 -14255.562202213 71277.811011065 14255.562202213 14255.562202213
3 -2851.1124404426 14255.562202213 2851.1124404426 2851.1124404426
4 -2851.1124404426 14255.562202213 2851.1124404426 2851.1124404426
5 14255.562202213 -71277.811011065 -14255.562202213 -14255.562202213
6 2851.1124404426 -14255.562202213 -2851.1124404426 -2851.1124404426

Member End Forces

Node # Member Axial


3 93.53074360872 kN 7
7 -93.53074360872 kN 8
9
19
0 0 20
0.9622504486494 0.1924500897299 21

STIFFNESS MATRIX
10 11 12 22
1 2 3 4
1 2851.1124404426 14255.562202213 2851.1124404426 -2851.1124404426
2 14255.562202213 71277.811011065 14255.562202213 -14255.562202213
3 2851.1124404426 14255.562202213 2851.1124404426 -2851.1124404426
4 -2851.1124404426 -14255.562202213 -2851.1124404426 2851.1124404426
5 -14255.562202213 -71277.811011065 -14255.562202213 14255.562202213
6 -2851.1124404426 -14255.562202213 -2851.1124404426 2851.1124404426

Member End Forces

Node # Member Axial


4 35.07402885327 kN 10
8 -35.07402885327 kN 11
12
22
0 0 23
0.9622504486494 0.1924500897299 24

STIFFNESS MATRIX
1 2 3 16
1 2 3 4
1 17386.030382987 28976.717304978 -5795.3434609956 -17386.030382987
2 28976.717304978 48294.52884163 -9658.9057683259 -28976.717304978
3 -5795.3434609956 -9658.9057683259 1931.7811536652 5795.3434609956
4 -17386.030382987 -28976.717304978 5795.3434609956 17386.030382987
5 -28976.717304978 -48294.52884163 9658.9057683259 28976.717304978
6 5795.3434609956 9658.9057683259 -1931.7811536652 -5795.3434609956

Member End Forces

Node # Member Axial


1 -66.555897559871 kN 1
6 66.555897559871 kN 2
3
16
0 0 17
0.8451542547285 -0.1690308509457 18

STIFFNESS MATRIX
4 5 6 19
1 2 3 4
1 1931.7811536652 -9658.9057683259 5795.3434609956 -1931.7811536652
2 -9658.9057683259 48294.52884163 -28976.717304978 9658.9057683259
3 5795.3434609956 -28976.717304978 17386.030382987 -5795.3434609956
4 -1931.7811536652 9658.9057683259 -5795.3434609956 1931.7811536652
5 9658.9057683259 -48294.52884163 28976.717304978 -9658.9057683259
6 -5795.3434609956 28976.717304978 -17386.030382987 5795.3434609956

Member End Forces

Node # Member Axial


2 -8.796653559E-14 kN 4
7 8.796653559E-14 kN 5
6
19
0 0 20
0.8451542547285 -0.5070925528371 21
Member 7: Node #
14 15 Near Node 3
5 6 Far Node 8
-356.38905505533 2851.1124404426 E= 200
-1781.9452752766 14255.562202213 I=
14255.562202213 -2851.1124404426 A= 4000
356.38905505533 -2851.1124404426 X-Cos = -0.5070925528371
1781.9452752766 -14255.562202213 Y-Cos = 0.8451542547285
-14255.562202213 2851.1124404426 Z-Cos = 0.1690308509457
L = 11.832159566199

Member End Forces Member Joint Deflection

{F} = [v][k] {v},


18 kN 7 0
90 kN 8 0
-18 kN 9 0
-18 kN 22 0.0008640360222
-90 kN 23 -0.0009799728536
18 kN 24 0.0016683312984

Member 8: Node #
17 18 Near Node 4
5 6 Far Node 5
14255.562202213 -2851.1124404426 E= 200
-71277.811011065 14255.562202213 I=
14255.562202213 -2851.1124404426 A= 4000
-14255.562202213 2851.1124404426 X-Cos = 0.1690308509457
71277.811011065 -14255.562202213 Y-Cos = 0.8451542547285
-14255.562202213 2851.1124404426 Z-Cos = 0.5070925528371
L= 11.832159566199

Member End Forces Member Joint Deflection

{F} = [v][k] {v},


-29.25 kN 10 0
146.25 kN 11 0
-29.25 kN 12 0
29.25 kN 13 0.004335698619
-146.25 kN 14 -0.0018141385028
29.25 kN 15 0.0015783312984

Member 9: Node #
20 21 Near Node 5
5 6 Far Node 6
14255.562202213 2851.1124404426 E= 200
-71277.811011065 -14255.562202213 I=
-14255.562202213 -2851.1124404426 A= 4000
-14255.562202213 -2851.1124404426 X-Cos = 1
71277.811011065 14255.562202213 Y-Cos = 0
14255.562202213 2851.1124404426 Z-Cos = 0
L= 4

Member End Forces Member Joint Deflection

{F} = [v][k] {v},


-18 kN 13 0.004335698619
90 kN 14 -0.0018141385028
18 kN 15 0.0015783312984
18 kN 16 0.004020698619
-90 kN 17 -0.0015813572238
-18 kN 18 -0.0016683312984

Member 10: Node #


23 24 Near Node 6
5 6 Far Node 7
-14255.562202213 -2851.1124404426 E= 200
-71277.811011065 -14255.562202213 I=
-14255.562202213 -2851.1124404426 A= 4000
14255.562202213 2851.1124404426 X-Cos = 0
71277.811011065 14255.562202213 Y-Cos = 0
14255.562202213 2851.1124404426 Z-Cos = -1
L= 4

Member End Forces Member Joint Deflection

{F} = [v][k] {v},


6.75 kN 16 0.004020698619
33.75 kN 17 -0.0015813572238
6.75 kN 18 -0.0016683312984
-6.75 kN 19 0.0007740360222
-33.75 kN 20 -0.0007921915746
-6.75 kN 21 -0.0015783312984

Member 11: Node #


17 18 Near Node 7
5 6 Far Node 8
-28976.717304978 5795.3434609956 E= 200
-48294.52884163 9658.9057683259 I=
9658.9057683259 -1931.7811536652 A= 4000
28976.717304978 -5795.3434609956 X-Cos = -1
48294.52884163 -9658.9057683259 Y-Cos = 0
-9658.9057683259 1931.7811536652 Z-Cos = 0
L= 4

Member End Forces Member Joint Deflection

{F} = [v][k] {v},


-33.75 kN 19 0.0007740360222
-56.25 kN 20 -0.0007921915746
11.25 kN 21 -0.0015783312984
33.75 kN 22 0.0008640360222
56.25 kN 23 -0.0009799728536
-11.25 kN 24 0.0016683312984

Member 12: Node #


20 21 Near Node 5
5 6 Far Node 8
9658.9057683259 -5795.3434609956 E= 200
-48294.52884163 28976.717304978 I=
28976.717304978 -17386.030382987 A= 4000
-9658.9057683259 5795.3434609956 X-Cos = 0
48294.52884163 -28976.717304978 Y-Cos = 0
-28976.717304978 17386.030382987 Z-Cos = -1
L= 4

Member End Forces Member Joint Deflection

{F} = [v][k] {v},


1.4869058366E-14 kN 13 0.004335698619
-7.434529183E-14 kN 14 -0.0018141385028
4.4607175097E-14 kN 15 0.0015783312984
-1.486905837E-14 kN 22 0.0008640360222
7.4345291828E-14 kN 23 -0.0009799728536
-4.46071751E-14 kN 24 0.0016683312984
x y z
4 0 -4
-2 10 -2
GPa 7
mm4 8
mm2 9
22
23
24
m

u=[T][v] EA/L
m 0 67612.340378281 -67612.340378281
m -0.000984375 -67612.340378281 67612.340378281
m
m [T]
m -0.5070925528371 0.8451542547285 0.1690308509457 0
m 0 0 0 -0.5070925528371

x y z
-4 0 -4
-2 10 2
GPa 10
mm4 11
mm2 12
13
14
15
m

u=[T][v] EA/L
m 0 67612.340378281 -67612.340378281
m 2.7105054312E-18 -67612.340378281 67612.340378281
m
m [T]
m 0.1690308509457 0.8451542547285 0.5070925528371 0
m 0 0 0 0.1690308509457

x y z
-2 10 2
2 10 2
GPa 13
mm4 14
mm2 15
16
17
18
m

u=[T][v] EA/L
m 0.004335698619 200000 -200000
m 0.004020698619 -200000 200000
m
m [T]
m 1 0 0 0
m 0 0 0 1

x y z
2 10 2
2 10 -2
GPa 16
mm4 17
mm2 18
19
20
21
m

u=[T][v] EA/L
m 0.0016683312984 200000 -200000
m 0.0015783312984 -200000 200000
m
m [T]
m 0 0 -1 0
m 0 0 0 0

x y z
2 10 -2
-2 10 -2
GPa 19
mm4 20
mm2 21
22
23
24
m

u=[T][v] EA/L
m -0.0007740360222 200000 -200000
m -0.0008640360222 -200000 200000
m
m [T]
m -1 0 0 0
m 0 0 0 -1

x y z
-2 10 2
-2 10 -2
GPa 13
mm4 14
mm2 15
22
23
24
m

u=[T][v] EA/L
m -0.0015783312984 200000 -200000
m -0.0016683312984 -200000 200000
m
m [T]
m 0 0 -1 0
m 0 0 0 0
STIFFNESS MATRIX
7 8 9 22
1 2 3 4
1 17386.030382987 -1159.0686921991 -5795.3434609956 -17386.030382987
2 -28976.717304978 1931.7811536652 9658.9057683259 28976.717304978
3 -5795.3434609956 9658.9057683259 1931.7811536652 5795.3434609956
4 -17386.030382987 1159.0686921991 5795.3434609956 17386.030382987
5 28976.717304978 -1931.7811536652 -9658.9057683259 -28976.717304978
6 5795.3434609956 -9658.9057683259 -1931.7811536652 -5795.3434609956

Member End Forces

Node # Member Axial


3 66.555897559871 kN 7
8 -66.555897559871 kN 8
9
22
0 0 23
0.8451542547285 0.1690308509457 24

STIFFNESS MATRIX
10 11 12 13
1 2 3 4
1 1931.7811536652 386.35623073304 5795.3434609956 -1931.7811536652
2 9658.9057683259 1931.7811536652 28976.717304978 -9658.9057683259
3 5795.3434609956 28976.717304978 17386.030382987 -5795.3434609956
4 -1931.7811536652 -386.35623073304 -5795.3434609956 1931.7811536652
5 -9658.9057683259 -1931.7811536652 -28976.717304978 9658.9057683259
6 -5795.3434609956 -28976.717304978 -17386.030382987 5795.3434609956

Member End Forces

Node # Member Axial


4 -1.832636158E-13 kN 10
5 1.8326361581E-13 kN 11
12
13
0 0 14
0.8451542547285 0.5070925528371 15

STIFFNESS MATRIX
13 14 15 16
1 2 3 4
1 200000 0 0 -200000
2 0 0 0 0
3 0 0 0 0
4 -200000 0 0 200000
5 0 0 0 0
6 0 0 0 0

Member End Forces

Node # Member Axial


5 63.000000000001 kN 13
6 -63.000000000001 kN 14
15
16
0 0 17
0 0 18

STIFFNESS MATRIX
16 17 18 19
1 2 3 4
1 0 0 0 0
2 0 0 0 0
3 0 0 200000 0
4 0 0 0 0
5 0 0 0 0
6 0 0 -200000 0

Member End Forces

Node # Member Axial


6 18 kN 16
7 -18 kN 17
18
19
0 0 20
0 -1 21

STIFFNESS MATRIX
19 20 21 22
1 2 3 4
1 200000 0 0 -200000
2 0 0 0 0
3 0 0 0 0
4 -200000 0 0 200000
5 0 0 0 0
6 0 0 0 0

Member End Forces

Node # Member Axial


7 18 kN 19
8 -18 kN 20
21
22
0 0 23
0 0 24

STIFFNESS MATRIX
13 14 15 22
1 2 3 4
1 0 0 0 0
2 0 0 0 0
3 0 0 200000 0
4 0 0 0 0
5 0 0 0 0
6 0 0 -200000 0

Member End Forces

Node # Member Axial


5 18 kN 13
8 -18 kN 14
15
22
0 0 23
0 -1 24
Support Reaction
23 24
5 6 Node # 1
1159.0686921991 5795.3434609956 1 -15.75
-1931.7811536652 -9658.9057683259 2 33.75
-9658.9057683259 -1931.7811536652 3 -6.75
-1159.0686921991 -5795.3434609956 Node # 2
1931.7811536652 9658.9057683259 4 -29.25
9658.9057683259 1931.7811536652 5 146.25
6 -29.25
Node # 3
Member End Forces 7 -51.75
8 146.25
{F} = [v][k] 9 29.25
-33.75 kN Node # 4
56.25 kN 10 6.75
11.25 kN 11 33.75
33.75 kN 12 6.7499999999999
-56.25 kN
-11.25 kN Joint Displacement

Node # 1
14 15 1 0
5 6 2 0
-386.35623073304 -5795.3434609956 3 0
-1931.7811536652 -28976.717304978 Node # 2
-28976.717304978 -17386.030382987 4 0
386.35623073304 5795.3434609956 5 0
1931.7811536652 28976.717304978 6 0
28976.717304978 17386.030382987 Node # 3
7 0
8 0
Member End Forces 9 0
Node # 4
{F} = [v][k] 10 0
-3.097720493E-14 kN 11 0
-1.548860246E-13 kN 12 0
-9.293161478E-14 kN Node # 5
3.0977204928E-14 kN 13 0.004335698619
1.5488602464E-13 kN 14 -0.0018141385028
9.2931614784E-14 kN 15 0.0015783312984
Node # 6
16 0.004020698619
17 18 17 -0.0015813572238
5 6 18 -0.0016683312984
0 0 Node # 7
0 0 19 0.0007740360222
0 0 20 -0.0007921915746
0 0 21 -0.0015783312984
0 0 Node # 8
0 0 22 0.0008640360222
23 -0.0009799728536
24 0.0016683312984
Member End Forces

{F} = [v][k]
63.000000000001 kN
0 kN
0 kN
-63.000000000001 kN
0 kN
0 kN

20 21
5 6
0 0
0 0
0 -200000
0 0
0 0
0 200000

Member End Forces

{F} = [v][k]
0 kN
0 kN
-18 kN
0 kN
0 kN
18 kN

23 24
5 6
0 0
0 0
0 0
0 0
0 0
0 0

Member End Forces

{F} = [v][k]
-18 kN
0 kN
0 kN
18 kN
0 kN
0 kN

23 24
5 6
0 0
0 0
0 -200000
0 0
0 0
0 200000

Member End Forces

{F} = [v][k]
0 kN
0 kN
-18 kN
0 kN
0 kN
18 kN
kN
kN
kN

kN
kN
kN

kN
kN
kN

kN
kN
kN

m
m
m

m
m
m

m
m
m

m
m
m

m
m
m

m
m
m

m
m
m

m
m
m

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