Hello everyone,
I have the typical error of COLUMNS ARE MISSING everytime I plan to use STAAD RCDC. I just installed my Enterprise license a few weeks back and before I could design with Advanced Concrete pretty easy...now I cannot even open the software.
I have tried to export for PILE CAP, FOOTING, COLUMN & WALL, BEAM, SLAB but none seem to work.
I want to design a mat slab so initially I modeled the plates. I has come to my attention that RCDC does not handle plates, so now I modeled perimeter beams but cannot export if not analyzed. Now, how can I analyzed perimeter beams when the loads are inside where the plates would be? anyway, I analyzed only by selfweight to have something to export but still cannot export.
Now I have STAAD.Pro CONNECT Edition - Version 22.03.00.28
This is the input:
STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 10-Mar-20
JOB NAME
JOB CLIENT
JOB REV
JOB PART
JOB COMMENT qa = 40 t/m?
JOB COMMENT k = 20 kg/cm?/cm
JOB COMMENT Sin cargas definidas de equipo
JOB COMMENT Sobrecarga de nave 3,000 kg/m?
JOB COMMENT Deflexi?n h/500
ENGINEER NAME
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KG
JOINT COORDINATES
1 0 0 0; 2 6.2 0 0; 5 0 0 2.35; 6 6.2 0 2.35; 832 0 0 -1.65; 833 -1.65 0 0;
834 0 0 7.35; 835 42 0 0; 875 48.2 0 0; 1046 42 0 2.35; 1065 48.2 0 2.35;
1066 48.2 0 -1.65; 1067 49.85 0 0; 1068 48.2 0 7.35; 1069 49.85 0 -1.65;
1070 49.85 0 7.35; 1071 -1.65 0 -1.65; 1072 -1.65 0 7.35; 1073 6.2 0 -1.65;
1074 6.2 0 7.35; 1075 42 0 -1.65; 1076 49.85 0 2.35; 1077 42 0 7.35;
1078 -1.65 0 2.35;
MEMBER INCIDENCES
1306 832 1073; 1307 1066 1069; 1308 834 1074; 1309 1068 1070; 1310 1072 834;
1311 1071 833; 1312 1073 1075; 1313 1074 1077; 1314 1075 1066; 1315 1077 1068;
1316 833 1078; 1317 1078 1072; 1318 1071 832; 1319 1 2; 1320 1 5; 1321 5 6;
1322 2 6; 1323 835 1046; 1324 835 875; 1325 875 1065; 1326 1046 1065;
1327 1046 1077; 1328 1065 1068; 1329 1076 1070; 1330 1065 1076; 1331 875 1067;
1332 1067 1076; 1333 1066 875; 1334 1069 1067; 1335 1075 835; 1336 1073 2;
1337 6 1074; 1338 2 835; 1339 6 1046; 1340 833 1; 1341 1078 5; 1342 5 834;
1343 832 1;
*******************************************************************************
*MATERIALS
*******************************************************************************
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.3897e+09
POISSON 0.17
DENSITY 2400
ALPHA 1e-05
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 2.5e+06
G 9.46441e+08
END DEFINE MATERIAL
*******************************************************************************
*PROPERTIES
*******************************************************************************
*******************************************************************************
*CONSTANTS
*******************************************************************************
MEMBER PROPERTY MEXICAN
1306 TO 1343 PRIS YD 0.3 ZD 0.3
CONSTANTS
MATERIAL CONCRETE ALL
*******************************************************************************
*SUPPORTS
*******************************************************************************
SUPPORTS
1 2 5 6 832 TO 835 875 1046 1065 TO 1078 PINNED
*******************************************************************************
*LOADS
*******************************************************************************
LOAD 1 LOADTYPE Dead TITLE DL
SELFWEIGHT Y -1
*******************************************************************************
LOAD 2 LOADTYPE Live TITLE LL
*******************************************************************************
LOAD 3 LOADTYPE Soil TITLE H
*******************************************************************************
*LOAD COMBINATIONS
*******************************************************************************
LOAD 4 DL+LL+H
REPEAT LOAD
1 1.0 2 1.0 3 1.0
*******************************************************************************
LOAD 5 1.2DL+1.6LL+1.6H
REPEAT LOAD
1 1.2 2 1.6 3 1.6
*******************************************************************************
*ANALYSIS & DESIGN
*******************************************************************************
PERFORM ANALYSIS
*
LOAD LIST 5
START CONCRETE DESIGN
CODE ACI 2011
END CONCRETE DESIGN
FINISH
