Hello!
This is my first thread here.
I typed the stiffness matrix of a beam in its local coordinates. My code:
\startpmatrix
%----------------------------------------------- 1
\NC \cfrac{SE}{L}
\NC 0
\NC 0
\NC 0
\NC 0
\NC 0
\VL
\NC -\cfrac{SE}{L}
\NC 0
\NC 0
\NC 0
\NC 0
\NC 0
\NR
%----------------------------------------------- 2
\NC 0
\NC \cfrac{12EI_z}{L^3}
\NC 0
\NC 0
\NC 0
\NC \cfrac{6EI_z}{L^2}
\VL
\NC 0
\NC -\cfrac{12EI_z}{L^3}
\NC 0
\NC 0
\NC 0
\NC \cfrac{6EI_z}{L^2}
\NR
%----------------------------------------------- 3
\NC 0
\NC 0
\NC \cfrac{12EI_y}{L^3}
\NC 0
\NC -\cfrac{6EI_y}{L^2}
\NC 0
\VL
\NC 0
\NC 0
\NC \cfrac{12EI_y}{L^3}
\NC 0
\NC -\cfrac{6EI_y}{L^2}
\NC 0
\NR
%----------------------------------------------- 4
\NC 0
\NC 0
\NC 0
\NC \cfrac{GJ}{L}
\NC 0
\NC 0
\VL
\NC 0
\NC 0
\NC 0
\NC \cfrac{GJ}{L}
\NC 0
\NC 0
\NR
%----------------------------------------------- 5
\NC 0
\NC 0
\NC -\cfrac{6EI_y}{L^2}
\NC 0
\NC \cfrac{4EI_y}{L}
\NC 0
\VL
\NC 0
\NC 0
\NC \cfrac{6EI_y}{L^2}
\NC 0
\NC \cfrac{4EI_y}{L}
\NC 0
\NR
%----------------------------------------------- 6
\NC 0
\NC \cfrac{6EI_z}{L^2}
\NC 0
\NC 0
\NC 0
\NC \cfrac{4EI_z}{L}
\VL
\NC 0
\NC -\cfrac{6EI_z}{L^2}
\NC 0
\NC 0
\NC 0
\NC \cfrac{4EI_z}{L}
\NR
\HL
%----------------------------------------------- 7
\NC -\cfrac{SE}{L}
\NC 0
\NC 0
\NC 0
\NC 0
\NC 0
\VL
\NC \cfrac{SE}{L}
\NC 0
\NC 0
\NC 0
\NC 0
\NC 0
\NR
%----------------------------------------------- 8
\NC 0
\NC -\cfrac{12EI_z}{L^3}
\NC 0
\NC 0
\NC 0
\NC -\cfrac{6EI_z}{L^2}
\VL
\NC 0
\NC \cfrac{12EI_z}{L^3}
\NC 0
\NC 0
\NC 0
\NC -\cfrac{6EI_z}{L^2}
\NR
%----------------------------------------------- 9
\NC 0
\NC 0
\NC \cfrac{12EI_y}{L^3}
\NC 0
\NC \cfrac{6EI_y}{L^2}
\NC 0
\VL
\NC 0
\NC 0
\NC \cfrac{12EI_y}{L^3}
\NC 0
\NC -\cfrac{6EI_y}{L^2}
\NC 0
\NR
%----------------------------------------------- 10
\NC 0
\NC 0
\NC 0
\NC \cfrac{GJ}{L}
\NC 0
\NC 0
\VL
\NC 0
\NC 0
\NC 0
\NC \cfrac{GJ}{L}
\NC 0
\NC 0
\NR
%----------------------------------------------- 11
\NC 0
\NC 0
\NC \cfrac{6EI_y}{L^2}
\NC 0
\NC \cfrac{4EI_y}{L}
\NC 0
\VL
\NC 0
\NC 0
\NC \cfrac{6EI_y}{L^2}
\NC 0
\NC \cfrac{4EI_y}{L}
\NC 0
\NR
%----------------------------------------------- 12
\NC 0
\NC -\cfrac{6EI_z}{L^2}
\NC 0
\NC 0
\NC 0
\NC \cfrac{4EI_z}{L}
\VL
\NC 0
\NC -\cfrac{6EI_z}{L^2}
\NC 0
\NC 0
\NC 0
\NC \cfrac{4EI_z}{L}
\NR
%-----------------------------------------------
\stoppmatrix
After compiling my code I see that my matrix is a little ugly.
1. Vertical line is not a single line, but multiple small vertical lines.
I see little gaps between these small vertical lines.
2. I see text is too close to vertical and horizontal lines. I'd like
to set margins around vertical and horizontal lines but I didn't find
how to do this. I'm not sure if it's possible.
Please help me to make my matrix more beautiful.