STAAD SPACE
START JOB INFORMATION
JOB NAME Design of Lifting Frame_60Tons
JOB CLIENT SSA
JOB NO 3510
JOB REV 00
JOB PART 01
JOB REF 01
ENGINEER NAME SL Gravamen
CHECKER NAME AL Pagaspas
APPROVED NAME IP Alcantara
ENGINEER DATE 3/22/2021
CHECKER DATE 3/22/2021
APPROVED DATE 3/22/2021
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 0 0 8; 3 2 0 0; 4 2 0 8; 5 6 0 0; 6 6 0 8; 7 10 0 0; 8 10 0 8;
9 12 0 0; 10 12 0 8; 11 6 9.8 4; 12 1 0 4; 13 11 0 4;
MEMBER INCIDENCES
1 2 4; 2 1 3; 3 1 2; 4 3 4; 5 5 6; 6 7 8; 7 9 10; 8 9 8; 9 10 13; 10 3 12;
11 1 4; 12 11 3; 13 11 4; 14 11 8; 15 11 7; 16 12 2; 17 13 7; 18 4 6; 19 3 5;
20 6 8; 21 5 7; 22 8 10; 23 7 9;
DEFINE MATERIAL START
ISOTROPIC STEEL
E 2.05e+08
POISSON 0.3
DENSITY 76.8195
ALPHA 1.2e-05
DAMP 0.03
TYPE STEEL
STRENGTH FY 253200 FU 407800 RY 1.5 RT 1.2
END DEFINE MATERIAL
MEMBER PROPERTY JAPANESE
1 TO 7 18 TO 23 TABLE ST H200X200X8X12
8 TO 11 16 17 TABLE ST L100X100X10
MEMBER PROPERTY JAPANESE
12 TO 15 PRIS YD 0.0508
CONSTANTS
BETA 315 MEMB 8 TO 11 16 17
MATERIAL STEEL ALL
MEMBER TRUSS 
8 TO 11 16 17
SUPPORTS
11 FIXED BUT FX FZ KMX 0.05 KMY 0.05 KMZ 0.05
MEMBER CABLE
12 TO 15 TENSION 0
MEMBER OFFSET
3 TO 7 START 0 0 0.1
3 TO 7 END 0 0 -0.1
1 2 START -0.1 0 0
22 23 END 0.1 0 0
LOAD 1 LOADTYPE None  TITLE LIFTING LOAD
SELFWEIGHT Y -1 
JOINT LOAD
1 2 5 6 9 10 FY -147.15
PERFORM CABLE ANALYSIS BASIC SAGMINIMUM 0.7
PRINT MEMBER FORCES ALL
PRINT SUPPORT REACTION LIST 11
PRINT ANALYSIS RESULTS
PRINT MEMBER STRESSES ALL
LOAD LIST 1
FINISH
