*SFrameMatlab input file

*Materials (Material_ID, E)
1
1	1e4

*Sections (Section_ID, A)
8
1	0.01
2	2.043
3	3.00239
4	0.01
5	0.01
6	0.68337
7	1.62296
8	2.67194

*Nodes (Node_ID, Xcoordinate, Ycoordinate, Zcoordinate)
10
1	-37.5	0	200
2	37.5	0	200
3	-37.5	37.5	100
4	37.5	37.5	100
5	37.5	-37.5	100
6	-37.5	-37.5	100
7	-100	100	0
8	100	100	0
9	100	-100	0
10	-100	-100	0

*Elements (Element ID, Start Node i, End Node j, Material Group, Section Group) 
25
1 1 2 1 1    
2 4 1 1 2    
3 2 3 1 2    
4 2 6 1 2    
5 1 5 1 2    
6 2 4 1 3    
7 2 5 1 3    
8 1 3 1 3    
9 1 6 1 3    
10 3 6 1 4   
11 5 4 1 4   
12 3 4 1 5   
13 5 6 1 5   
14 3 10 1 6  
15 7 6 1 6   
16 9 4 1 6   
17 8 5 1 6   
18 7 4 1 7   
19 3 8 1 7   
20 10 5 1 7  
21 9 6 1 7   
22 10 6 1 8  
23 3 7 1 8   
24 8 4 1 8   
25 9 5 1 8   

*Constraints (Node_ID, x_constr, y_constr, z_constr) 
4
7	1 1 1 
8	1 1 1
9	1 1 1
10	1 1 1

*Nodal_Loads (Node_ID, x_load, y_load, z_load) 
4
1	1	10	-5
2	0	10	-5
3	0.5	 0	 0
6	0.5	 0	 0
