%TITLE:	hw63data
%NETID:	tdranger
% TASK:	2D Portal Frame with 2 bays
%nn   ne   nm   ndim   nep    nqn
12 17 1 2 5 3
%nq   nf   nwl npl
6  3  0  0
%COORD: Node#   X  Y ...
1	-300	0
2	0	0
3	300	0
4	-300	240
5	0	240
6	300	240
7	-300	420
8	0	420
9	300	420
10	-300	600
11	0	600
12	300	600
%ELTAB:  Element#   Node1   Node2   AE			E ksi	A in^2	I in^4	Left Release	Right Release
1	1	4	30000	10	40	1	1
2	4	7	30000	10	40	1	1
3	7	10	30000	10	40	1	1
4	2	5	30000	25	1000	0	0
5	5	8	30000	25	1000	0	0
6	8	11	30000	25	1000	0	0
7	3	6	30000	10	40	1	1
8	6	9	30000	10	40	1	1
9	9	12	30000	10	40	1	1
10	1	2	30000	20	1800	0	0
11	2	3	30000	20	1800	0	0
12	4	5	30000	20	1800	0	0
13	5	6	30000	20	1800	0	0
14	7	8	30000	20	1800	0	0
15	8	9	30000	20	1800	0	0
16	10	11	30000	20	1800	0	0
17	11	12	30000	20	1800	0	0
%QTAB: Displacement#   Given_Displacement
1	0
2	0
4	0
5	0
7	0
8	0
%FTAB: Force#, Given_Value
11	8
20	8
29	4
%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).