2D Dimensional Truss
Problem Description:
Results:
Discipline: Structural
Analysis Type: Static
No of elements: 11
No of Nodes: 07
Max Deflection (Image & Table)
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 THE GLOBAL COORDINATE SYSTEM
MAXIMUM ABSOLUTE VALUES
NODE 7 4 0 4
VALUE 3.1334 -7.2363 0.0000 7.4093
PRINT ELEMENT TABLE ITEMS PER ELEMENT
***** POST1 ELEMENT TABLE LISTING *****
STAT CURRENT
ELEM LS1
1 -82.900
2 82.900
3 -8.2900
4 8.2900
5 91.189
6 - 91.189
7 41.447
8 87.038
9 45.591
10 -82.893
11 -91.183
MINIMUM VALUES
ELEM 6
VALUE -91.189
MAXIMUM VALUES
ELEM 5
VALUE 91.189
PRINT REACTION SOLUTIONS PER NODE
***** POST1 TOTAL REACTION SOLUTION LISTING *****
LOAD STEP= 1 SUBSTEP= 1
TIME= 1.0000 LOAD CASE= 0
THE FOLLOWING X,Y,Z SOLUTIONS ARE IN THE GLOBAL COORDINATE SYSTEM
NODE FX FY FZ
1 0.58208E-010 0.51333E+006 0.0000
7 0.61667E+006
TOTAL VALUES
VALUE 0.58208E-010 0.11300E+007 0.0000
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