%TITLE:	hw60data
%NETID:	tdranger
% TASK:	2D Portal Frame with Chevron Bracing in First Story
%nn   ne   nm   ndim   nep    nqn
9 12 1 2 5 3
%nq   nf   nwl npl
4  3  0  0
%COORD: Node#   X  Y ...
1	0	0
2	216	0
3	0	144
4	108	144
5	216	144
6	0	288
7	216	288
8	0	432
9	216	432
%ELTAB:  Element#   Node1   Node2   AE			E ksi	A in^2	I in^4	Left Release	Right Release
1	1	3	30000	18	700	0	0
2	2	5	30000	18	700	0	0
3	3	6	30000	18	700	0	0
4	5	7	30000	18	700	0	0
5	6	8	30000	18	700	0	0
6	7	9	30000	18	700	0	0
7	1	4	30000	5	4	1	1
8	4	2	30000	5	4	1	1
9	3	4	30000	9	40	1	0
10	4	5	30000	9	40	0	1
11	6	7	30000	9	40	0	0
12	8	9	30000	9	40	0	0
%QTAB: Displacement#   Given_Displacement
1	0
2	0
4	0
5	0
%FTAB: Force#   Magnitude (Joint Forces)
8	6
17	6
23	3
%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).