%TITLE:	hw71data
%NETID:	tdranger
% TASK:	2D trussed bridge frame
%nn   ne   nm   ndim   nep    nqn
12 21 1 2 3 3
%nq   nf   nwl npl
3  0  0  1
%COORD: Node#   X  Y ...
1	0	0
2	288	0
3	576	0
4	864	0
5	1152	0
6	1440	0
7	1728	0
8	288	384
9	576	384
10	864	384
11	1152	384
12	1440	384
%ELTAB:  Element#   Node1   Node2   AE			E ksi	A in^2	I in64	Left Release	Right Release
1	1	2	30000	10	300	0	1
2	2	3	30000	10	300	1	1
3	3	4	30000	10	300	1	1
4	4	5	30000	10	300	1	1
5	5	6	30000	10	300	1	1
6	6	7	30000	10	300	1	0
7	8	9	30000	10	300	1	1
8	9	10	30000	9	40	1	1
9	10	11	30000	9	40	1	1
10	11	12	30000	9	40	1	1
11	2	8	30000	9	40	0	0
12	3	9	30000	9	40	0	0
13	4	10	30000	9	40	0	0
14	5	11	30000	9	40	0	0
15	6	12	30000	9	40	0	0
16	1	8	30000	9	40	1	1
17	8	3	30000	9	40	1	1
18	3	10	30000	9	40	1	1
19	10	5	30000	9	40	1	1
20	5	12	30000	9	40	1	1
21	12	7	30000	9	40	1	1
%QTAB: Displacement#   Given_Displacement
1	0
2	0
20	0
%FTAB: Force#, Given_Value
%MATL_TAB: Matl#    E(ksi)
1	30000
%WTAB:  Member#   Magnitude(kips) of Uniform Load on Members
%PTAB: Member#   Magnitude(kips)   Location(ft) of Point Load on Member
4	-90	8
% ----------
%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).