/prep7
mp,ex,1,2e5
et,1,link1
r,1,1000
r,2,1250
csys,0
n,1,750,500
n,2,0,500
n,3,0,0
real,1
e,3,1
real,2
e,2,1
d,2,all
d,3,all
f,1,fy,-500.0
eplot
finish
/solu
solve
finish
/post1
set,1,1
pldisp,1
presol,f
prnsol,u,y
prnsol,u,x
---------------------------- OUTPUT ------------------------------
PRINT F ELEMENT SOLUTION PER ELEMENT
***** POST1 ELEMENT NODE TOTAL FORCE LISTING *****
LOAD STEP= 1 SUBSTEP= 1
TIME= 1.0000 LOAD CASE= 0
THE FOLLOWING X,Y,Z FORCES ARE IN GLOBAL COORDINATES
ELEM= 1 FX FY
3 -750.00 -500.00
1 750.00 500.00
ELEM= 2 FX FY
2 750.00 0.0000
1 -750.00 0.0000
PRINT U NODAL SOLUTION PER NODE
***** POST1 NODAL DEGREE OF FREEDOM LISTING *****
LOAD STEP= 1 SUBSTEP= 1
TIME= 1.0000 LOAD CASE= 0
THE FOLLOWING DEGREE OF FREEDOM RESULTS ARE IN GLOBAL COORDINATES
NODE UY
1 -0.10699E-04
2 0.0000
3 0.0000
MAXIMUM ABSOLUTE VALUES
NODE 1
VALUE -0.10699E-04
PRINT U NODAL SOLUTION PER NODE
***** POST1 NODAL DEGREE OF FREEDOM LISTING *****
LOAD STEP= 1 SUBSTEP= 1
TIME= 1.0000 LOAD CASE= 0
THE FOLLOWING DEGREE OF FREEDOM RESULTS ARE IN GLOBAL COORDINATES
NODE UX
1 0.22500E-05
2 0.0000
3 0.0000
MAXIMUM ABSOLUTE VALUES
NODE 1
VALUE 0.22500E-05