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Sample FNF file for External Pressure Load
The following is a sample FNF file for external pressure load.
#PTC_FEM_NEUT 3
#DATE 4-Jul-07 18:33:04

%START_SECT : HEADER
%TITLE : PART1
%STATISTICS : 1 3 1 1 36 25
%END_SECT

%START_SECT : ELEM_TYPES
%ELEM_TYPE 1 DEF : SHELL QUAD LINEAR 4 4 2
%ELEM_TYPE 1 EDGE : 1 1 2
%ELEM_TYPE 1 EDGE : 2 2 3
%ELEM_TYPE 1 EDGE : 3 3 4
%ELEM_TYPE 1 EDGE : 4 4 1
%ELEM_TYPE 1 FACE : 1 1 2 3 4
%ELEM_TYPE 1 FACE : 2 1 4 3 2
%END_SECT

%START_SECT : MESH
%NODE 1 DEF : 0 0 0
%NODE 2 DEF : 100 0 0
%NODE 3 DEF : 0 0 -100
%NODE 4 DEF : 100 0 -100
%NODE 5 DEF : 20 0 0
%NODE 6 DEF : 40 0 0
%NODE 7 DEF : 60 0 0
%NODE 8 DEF : 80 0 0
%NODE 9 DEF : 0 0 -80
%NODE 10 DEF : 0 0 -60
%NODE 11 DEF : 0 0 -40
%NODE 12 DEF : 0 0 -20
%NODE 13 DEF : 80 0 -100
%NODE 14 DEF : 60 0 -100
%NODE 15 DEF : 40 0 -100
%NODE 16 DEF : 20 0 -100
%NODE 17 DEF : 100 0 -20
%NODE 18 DEF : 100 0 -40
%NODE 19 DEF : 100 0 -60
%NODE 20 DEF : 100 0 -80
%NODE 21 DEF : 80 0 -20
%NODE 22 DEF : 80 0 -40
%NODE 23 DEF : 80 0 -60
%NODE 24 DEF : 80 0 -80
%NODE 25 DEF : 60 0 -20
%NODE 26 DEF : 60 0 -40
%NODE 27 DEF : 60 0 -60
%NODE 28 DEF : 60 0 -80
%NODE 29 DEF : 40 0 -20
%NODE 30 DEF : 40 0 -40
%NODE 31 DEF : 40 0 -60
%NODE 32 DEF : 40 0 -80
%NODE 33 DEF : 20 0 -20
%NODE 34 DEF : 20 0 -40
%NODE 35 DEF : 20 0 -60
%NODE 36 DEF : 20 0 -80
%ELEM 1 DEF : 1 1 1 36 16 3 9
%ELEM 2 DEF : 1 1 1 35 36 9 10
%ELEM 3 DEF : 1 1 1 34 35 10 11
%ELEM 4 DEF : 1 1 1 33 34 11 12
%ELEM 5 DEF : 1 1 1 5 33 12 1
%ELEM 6 DEF : 1 1 1 32 15 16 36
%ELEM 7 DEF : 1 1 1 31 32 36 35
%ELEM 8 DEF : 1 1 1 30 31 35 34
%ELEM 9 DEF : 1 1 1 29 30 34 33
%ELEM 10 DEF : 1 1 1 6 29 33 5
%ELEM 11 DEF : 1 1 1 28 14 15 32
%ELEM 12 DEF : 1 1 1 27 28 32 31
%ELEM 13 DEF : 1 1 1 26 27 31 30
%ELEM 14 DEF : 1 1 1 25 26 30 29
%ELEM 15 DEF : 1 1 1 7 25 29 6
%ELEM 16 DEF : 1 1 1 24 13 14 28
%ELEM 17 DEF : 1 1 1 23 24 28 27
%ELEM 18 DEF : 1 1 1 22 23 27 26
%ELEM 19 DEF : 1 1 1 21 22 26 25
%ELEM 20 DEF : 1 1 1 8 21 25 7
%ELEM 21 DEF : 1 1 1 20 4 13 24
%ELEM 22 DEF : 1 1 1 19 20 24 23
%ELEM 23 DEF : 1 1 1 18 19 23 22
%ELEM 24 DEF : 1 1 1 17 18 22 21
%ELEM 25 DEF : 1 1 1 2 17 21 8
%END_SECT

%START_SECT : LOADS
%LOAD_TYPE 1 DEF : COEFF NODE SCALAR
%CON_CASE 1 DEF : Analysis1
%LOAD 1 DEF : 1 1
%LOAD 1 VAL : 1 6.0
%LOAD 1 VAL : 2 6.4
%LOAD 1 VAL : 3 2.0
%LOAD 1 VAL : 4 2.5
%LOAD 1 VAL : 5 6.0
%LOAD 1 VAL : 6 6.0
%LOAD 1 VAL : 7 1.1
%LOAD 1 VAL : 8 1.0
%LOAD 1 VAL : 9 6.0
%LOAD 1 VAL : 10 6.0
%LOAD 1 VAL : 11 9.0
%LOAD 1 VAL : 12 9.3
%LOAD 1 VAL : 13 6.0
%LOAD 1 VAL : 14 6.0
%LOAD 1 VAL : 15 5.4
%LOAD 1 VAL : 16 6.0
%LOAD 1 VAL : 17 6.0
%LOAD 1 VAL : 18 6.0
%LOAD 1 VAL : 19 6.1
%LOAD 1 VAL : 20 2.0
%LOAD 1 VAL : 21 3.0
%LOAD 1 VAL : 22 6.0
%LOAD 1 VAL : 23 6.0
%LOAD 1 VAL : 24 15.0
%LOAD 1 VAL : 25 6.6
%LOAD 1 VAL : 26 5.0
%LOAD 1 VAL : 27 4.9
%LOAD 1 VAL : 28 6.0
%LOAD 1 VAL : 29 9.0
%LOAD 1 VAL : 30 10.0
%LOAD 1 VAL : 31 6.0
%LOAD 1 VAL : 32 5.0
%LOAD 1 VAL : 33 1.0
%LOAD 1 VAL : 34 10.0
%LOAD 1 VAL : 35 12.0
%LOAD 1 VAL : 36 10.0
%END_SECT

%START_SECT : ANALYSIS
%SOLUTION 1 DEF : STRUCTURAL
%SOLUTION 1 CON_CASES : 1
%END_SECT
%END
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