STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 22-Mar-07
END JOB INFORMATION
* EXAMPLE PROBLEM WITH FRAME MEMBERS AND
* FINITE ELEMENTS
***********************************************
*         STAAD.Pro Generated Comment         *
***********************************************
*REP ALL 2 6.0 0 0
*7 0 4.5 0 11 0 4.5 6.0
*12 1.5 4.5 0 14 4.5 4.5 0
*15 1.5 4.5 6.0 17 4.5 4.5 6.0
*18 6.0 4.5 0 22 6.0 4.5 6.0
*23 7.5 4.5 0 25 10.5 4.5 0
*26 7.5 4.5 6.0 28 10.5 4.5 6.0
*29 12. 4.5 0 33 12. 4.5 6.0
*34 6.0 1.125 0 36 6.0 3.375 0
*37 6.0 1.125 6.0 39 6.0 3.375 6.0
***********************************************
UNIT METER NEWTON
JOINT COORDINATES
1 0 0 0; 2 0 0 6; 3 6 0 0; 4 6 0 6; 5 12 0 0; 6 12 0 6; 7 0 4.5 0;
8 0 4.5 1.5; 9 0 4.5 3; 10 0 4.5 4.5; 11 0 4.5 6; 12 1.5 4.5 0;
13 3 4.5 0; 14 4.5 4.5 0; 15 1.5 4.5 6; 16 3 4.5 6; 17 4.5 4.5 6;
18 6 4.5 0; 19 6 4.5 1.5; 20 6 4.5 3; 21 6 4.5 4.5; 22 6 4.5 6;
23 7.5 4.5 0; 24 9 4.5 0; 25 10.5 4.5 0; 26 7.5 4.5 6; 27 9 4.5 6;
28 10.5 4.5 6; 29 12 4.5 0; 30 12 4.5 1.5; 31 12 4.5 3; 32 12 4.5 4.5;
33 12 4.5 6; 34 6 1.125 0; 35 6 2.25 0; 36 6 3.375 0; 37 6 1.125 6;
38 6 2.25 6; 39 6 3.375 6; 40 1.5 4.5 1.5; 41 1.5 4.5 3; 42 1.5 4.5 4.5;
43 3 4.5 1.5; 44 3 4.5 3; 45 3 4.5 4.5; 46 4.5 4.5 1.5; 47 4.5 4.5 3;
48 4.5 4.5 4.5; 49 7.5 4.5 1.5; 50 7.5 4.5 3; 51 7.5 4.5 4.5;
52 9 4.5 1.5; 53 9 4.5 3; 54 9 4.5 4.5; 55 10.5 4.5 1.5; 56 10.5 4.5 3;
57 10.5 4.5 4.5; 58 6 3.375 1.5; 59 6 3.375 3; 60 6 3.375 4.5;
61 6 2.25 1.5; 62 6 2.25 3; 63 6 2.25 4.5; 64 6 1.125 1.5; 65 6 1.125 3;
66 6 1.125 4.5; 67 6 0 1.5; 68 6 0 3; 69 6 0 4.5;
***********************************************
*         STAAD.Pro Generated Comment         *
***********************************************
*13 7 8 16
*17 18 19 20
*21 29 30 24
************************************************
MEMBER INCIDENCES
1 1 7; 2 2 11; 3 3 34; 4 34 35; 5 35 36; 6 36 18; 7 4 37; 8 37 38;
9 38 39; 10 39 22; 11 5 29; 12 6 33; 13 7 8; 14 8 9; 15 9 10; 16 10 11;
17 18 19; 18 19 20; 19 20 21; 20 21 22; 21 29 30; 22 30 31; 23 31 32;
24 32 33; 25 7 12; 26 12 13; 27 13 14; 28 14 18; 29 18 23; 30 23 24;
31 24 25; 32 25 29; 33 11 15; 34 15 16; 35 16 17; 36 17 22; 37 22 26;
38 26 27; 39 27 28; 40 28 33;
ELEMENT INCIDENCES SHELL
41 7 8 40 12; 42 8 9 41 40; 43 9 10 42 41; 44 10 11 15 42;
45 12 40 43 13; 46 40 41 44 43; 47 41 42 45 44; 48 42 15 16 45;
49 13 43 46 14; 50 43 44 47 46; 51 44 45 48 47; 52 45 16 17 48;
53 14 46 19 18; 54 46 47 20 19; 55 47 48 21 20; 56 48 17 22 21;
57 18 19 49 23; 58 19 20 50 49; 59 20 21 51 50; 60 21 22 26 51;
61 23 49 52 24; 62 49 50 53 52; 63 50 51 54 53; 64 51 26 27 54;
65 24 52 55 25; 66 52 53 56 55; 67 53 54 57 56; 68 54 27 28 57;
69 25 55 30 29; 70 55 56 31 30; 71 56 57 32 31; 72 57 28 33 32;
73 18 19 58 36; 74 19 20 59 58; 75 20 21 60 59; 76 21 22 39 60;
77 36 58 61 35; 78 58 59 62 61; 79 59 60 63 62; 80 60 39 38 63;
81 35 61 64 34; 82 61 62 65 64; 83 62 63 66 65; 84 63 38 37 66;
85 34 64 67 3; 86 64 65 68 67; 87 65 66 69 68; 88 66 37 4 69;
*SURFACE INCIDENCE
*18 22 4 3 SURFACE 1 
UNIT METER KN
DEFINE MATERIAL START
ISOTROPIC MATERIAL1
E 2.1e+007
POISSON 0.17
DENSITY 23.5616
DAMP 2.8026e-044
ISOTROPIC CONCRETE
E 2.17185e+007
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-005
DAMP 0.05
END DEFINE MATERIAL
*COLUMNS
*BEAMS IN Z DIRECTION AT X=0
*BEAMS IN Z DIRECTION AT X=6.0
*BEAMS IN Z DIRECTION AT X=12.0
*BEAMS IN X DIRECTION AT Z = 0
*BEAMS IN X DIRECTION AT Z = 12.0
UNIT MMS NEWTON
MEMBER PROPERTY AMERICAN
1 TO 40 PRIS YD 300 ZD 300
ELEMENT PROPERTY
41 TO 88 THICKNESS 150
*SURFACE PROPERTY
*1 THICKNESS 250
CONSTANTS
MATERIAL MATERIAL1 MEMB 1 TO 88
UNIT METER KN
*SURFACE CONSTANTS
*MATERIAL CONCRETE LIST 1
UNIT MMS NEWTON
SUPPORTS
1 TO 6 FIXED
UNIT METER KN


DEFINE TIME HISTORY 0.001
TYPE 1 FORCE
0.0 0.0 0.015 10 0.02 84 0.05 84 0.055 10 0.07 0.0 3.0 0.0

ARRIVAL TIME
0
DAMPING 0.05

LOAD 1 DEAD LOAD FROM FLOOR
ELEMENT LOAD
41 TO 72 PR -10
LOAD 2 WIND LOAD
JOINT LOAD
11 33 FZ -90
22 FZ -450

LOAD 4 BLAST
SELF X 1.0
SELF Y 1.0
SELF Z 1.0
ELEMENT LOAD
41 TO 72 PR GX 10
41 TO 72 PR GY 10
41 TO 72 PR GZ 10

TIME LOAD
58 to 66 FX 1 1 1.0
34 to 36 19 to 21 37 to 39 67 to 69 FX 1 1 0.5
3 4 18 22 FX 1 1 0.25


LOAD COMBINATION 3
1 0.9 2 1.3

LOAD COMBINATION 5 DEAD + LIVE + BLAST
1 1.0 4 1.0


PERFORM ANALYSIS
finish



