%TITLE:	hw62data
%NETID:	tdranger
% TASK:	2D Cable Stayed Bridge Frame
%nn   ne   nm   ndim   nep    nqn
9 12 1 2 5 3
%nq   nf   nwl npl
5  5  0  0
%COORD: Node#   X  Y ...
1	0	-900
2	-1800	0
3	-1200	0
4	-600	0
5	0	0
6	600	0
7	1200	0
8	1800	0
9	0	1200
%ELTAB:  Element#   Node1   Node2   AE			E ksi	A in^2	I in^4	Left Release	Right Release
1	1	5	30000	150	32000	0	0
2	5	9	30000	150	32000	0	0
3	2	3	30000	60	12000	0	0
4	3	4	30000	60	12000	0	0
5	4	5	30000	60	12000	0	1
6	5	6	30000	60	12000	1	0
7	6	7	30000	60	12000	0	0
8	7	8	30000	60	12000	0	0
9	3	9	30000	25	50	1	1
10	4	9	30000	25	50	1	1
11	6	9	30000	25	50	1	1
12	7	9	30000	25	50	1	1
%QTAB: Displacement#   Given_Displacement
1	0
2	0
4	0
5	0
23	0
%FTAB: Force#, Given_Value
8	-300
11	-300
14	-300
17	-300
20	-300
%MATL_TAB: Matl#    E(ksi)
1	30000
%WTAB:  Member#   Magnitude (Uniform Loads on Members)
%PTAB: Member#   Magnitude   Location  (Point Loads on Members)
% ----------
%Note: Lines beginning with '%' do not contain data. They should be read and ignored in making a workspace.
%Nomenclature:
% nn	Number of Nodes
% ne	Number of Elements
% nm	Number of Materials
% nep	Number of Parameters for Each Element
% ndim	Number of Spatial Dimensions (1, 2, or 3)
% nqn	Number of Displacements for each Node
% nq	Number of Essential (given) Displacements
% nf	Number of Given (non-zero) Forces
% ndl	Number of distributed loads on beams
% npl	Number of point loads on beams
% ns	=nn*nqn: Total Number of Displacenemts in System (Order of the System).