STAAD SPACE
START JOB INFORMATION
JOB PART L-01
JOB REV 01
ENGINEER DATE 01-Aug-20
END JOB INFORMATION
INPUT WIDTH 79
SET NL 100
SET ITERLIM 25
UNIT MMS NEWTON
JOINT COORDINATES
26 -35 -5 5; 27 -35 -5 15; 28 -35 -5 25; 29 -35 -5 35; 30 -35 -5 45;
31 -24.75 -5 5; 32 -24.75 -5 15; 33 -24.75 -5 25; 34 -24.75 -5 35;
35 -24.75 -5 45; 36 -14.5 -5 5; 37 -14.5 -5 15; 38 -14.5 -5 25; 39 -14.5 -5 35;
40 -14.5 -5 45; 41 -5.25 -5 5; 42 -5.25 -5 15; 43 -5.25 -5 25; 44 -5.25 -5 35;
45 -5.25 -5 45; 46 5 -5 5; 47 5 -5 15; 48 5 -5 25; 49 5 -5 35; 50 5 -5 45;
51 5 5 5; 52 5 5 15; 53 5 5 25; 54 5 5 35; 55 5 5 45; 56 5 15 5; 57 5 15 15;
58 5 15 25; 59 5 15 35; 60 5 15 45; 61 5 25 5; 62 5 25 15; 63 5 25 25;
64 5 25 35; 65 5 25 45; 66 5 35 5; 67 5 35 15; 68 5 35 25; 69 5 35 35;
70 5 35 45;
************************
ELEMENT INCIDENCES SHELL
58 28 33 32 27; 59 33 38 37 32; 60 27 32 31 26; 61 32 37 36 31; 62 38 43 42 37;
63 43 48 47 42; 64 37 42 41 36; 65 42 47 46 41; 106 30 35 34 29;
107 35 40 39 34; 108 29 34 33 28; 109 34 39 38 33; 110 40 45 44 39;
111 45 50 49 44; 112 39 44 43 38; 113 44 49 48 43; 114 48 53 52 47;
115 53 58 57 52; 116 47 52 51 46; 117 52 57 56 51; 118 58 63 62 57;
119 63 68 67 62; 120 57 62 61 56; 121 62 67 66 61; 162 50 55 54 49;
163 55 60 59 54; 164 49 54 53 48; 165 54 59 58 53; 166 60 65 64 59;
167 65 70 69 64; 168 59 64 63 58; 169 64 69 68 63;
**********************
ELEMENT PROPERTY
58 TO 65 106 TO 121 162 TO 169 THICKNESS 6
****************************
UNIT METER KN
DEFINE MATERIAL START
ISOTROPIC STEEL
E 2.05e+008
POISSON 0.3
DENSITY 78.6
ALPHA 1.2e-005
DAMP 0.03
END DEFINE MATERIAL
*************************
UNIT MMS NEWTON
CONSTANTS
MATERIAL STEEL ALL
**********************************
SPRING COMPRESSION
46 TO 60 66 TO 70 KFX
SUPPORTS
46 TO 60 66 TO 70 FIXED BUT FY FZ MX MY MZ KFX 1e+015
63 FIXED BUT MZ
**************************************
UNIT METER KN
LOAD 1 LOADTYPE Dead  TITLE DL
UNIT MMS NEWTON
JOINT LOAD
28 FY -245
******************************
LOAD 2 LOADTYPE Wind  TITLE WIND
JOINT LOAD
28 FX -390
******************************
LOAD 3 LOADTYPE Seismic  TITLE SEISMIC
JOINT LOAD
28 FZ 38
******************************
LOAD 4 LOADTYPE Live  TITLE LIVE
JOINT LOAD
28 FX 300
******************************
LOAD 100 1.4 DL
REPEAT LOAD
1 1.4 
LOAD 101 1.4 DL + 1.4 WL
REPEAT LOAD
1 1.4 2 1.4 
LOAD 102 1.4 DL - 1.4 WL
REPEAT LOAD
1 1.4 2 -1.4 
LOAD 103 1.4 DL + 1.4 SL
REPEAT LOAD
1 1.4 3 1.4 
LOAD 104 1.4 DL - 1.4 SL
REPEAT LOAD
1 1.4 3 -1.4 
*LOAD COMB 100 1.4 DL
*1 1.4
*LOAD COMB 101 1.4 DL + 1.4 WL
*1 1.4 2 1.4
*LOAD COMB 102 1.4 DL - 1.4 WL
*1 1.4 2 -1.4
*LOAD COMB 103 1.4 DL + 1.4 SL
*1 1.4 3 1.4
*LOAD COMB 104 1.4 DL - 1.4 SL
*1 1.4 3 -1.4
*LOAD COMB 105 1.4 DL + 1.6 LL
*1 1.4 4 1.6
*LOAD COMB 106 1.2 DL + 1.2 LL + 1.2 WL
*1 1.2 2 1.2 4 1.2
*LOAD COMB 107 1.2 DL + 1.2 LL - 1.2 WL
*1 1.2 2 -1.2 4 1.2
*LOAD COMB 108 1.2 DL + 1.2 LL + 1.2 ELZ
*1 1.2 3 1.2 4 1.2
*LOAD COMB 109 1.2 DL + 1.2 LL - 1.2 ELZ
*1 1.2 3 -1.2 4 1.2
**********LOAD COMBINATION - DEFLECTION *********
*LOAD COMB 200 1.0 DL
*1 1.0
*LOAD COMB 201 1.0 DL + 1.0 WL
*1 1.0 2 1.0
*LOAD COMB 202 1.0 DL - 1.0 WL
*1 1.0 2 -1.0
*LOAD COMB 203 1.0 DL + 1.0 SL
*1 1.0 3 1.0
*LOAD COMB 204 1.0 DL - 1.0 SL
*1 1.0 3 -1.0
*LOAD COMB 205 1.0 DL + 1.0 LL
*1 1.0 4 1.0
*LOAD COMB 206 1.0 DL + 1.0 LL + 1.0 WL
*1 1.0 2 1.0 4 1.0
*LOAD COMB 207 1.0 DL + 1.0 LL - 1.0 WL
*1 1.0 2 -1.0 4 1.0
*LOAD COMB 208 1.0 DL + 1.0 LL + 1.0 ELZ
*1 1.0 3 1.0 4 1.0
*LOAD COMB 209 1.0 DL + 1.0 LL - 1.0 ELZ
*1 1.0 3 -1.0 4 1.0
******************************
PERFORM ANALYSIS
CHANGE
UNIT METER KN
PRINT SUPPORT REACTION LIST 63
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FINISH
