STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 12-Jan-18
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 0 0 4; 3 4 0 0; 4 4 0 4; 5 2 0 4; 6 2 0 2; 7 0 0 2; 8 4 0 2;
9 2 0 0; 10 2 1 2; 11 1 0 4; 12 1 0 3; 13 0 0 3; 14 2 0 3; 15 1 0 2; 16 3 0 4;
17 3 0 3; 18 4 0 3; 19 3 0 2; 20 1 0 1; 21 0 0 1; 22 2 0 1; 23 1 0 0; 24 3 0 1;
25 4 0 1; 26 3 0 0;
ELEMENT INCIDENCES SHELL
6 2 11 12 13; 7 11 5 14 12; 8 13 12 15 7; 9 12 14 6 15; 10 5 16 17 14;
11 16 4 18 17; 12 14 17 19 6; 13 17 18 8 19; 14 7 15 20 21; 15 15 6 22 20;
16 21 20 23 1; 17 20 22 9 23; 18 6 19 24 22; 19 19 8 25 24; 20 22 24 26 9;
21 24 25 3 26;
ELEMENT PROPERTY
6 TO 21 THICKNESS 0.3
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+007
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-005
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 27579
END DEFINE MATERIAL
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
1 TO 4 PINNED
SLAVE RIGID MASTER 10 JOINT 6 12 14 15 17 19 20 22 24
LOAD 1 LOADTYPE None  TITLE DL1
JOINT LOAD
10 FX 10
LOAD 2 LOADTYPE None  TITLE DL2
JOINT LOAD
10 FY 10
LOAD 3 LOADTYPE None  TITLE DL3
JOINT LOAD
10 MX 10
LOAD 4 LOADTYPE None  TITLE DL4
JOINT LOAD
10 MZ 10
LOAD 5 LOADTYPE None  TITLE DL5
JOINT LOAD
10 MY 10
PERFORM ANALYSIS
FINISH
