Hope somebody can help reviewing my modelling. i dont know the problems. this is my first time modelling in staadpro
Hi,
Please note that all the design parameters should be defined before any Design Commands (Design Beam, Design Column etc.) otherwise the design parameters will not be considered in design. So, it should look like:
START CONCRETE DESIGN
CODE ACI
CLB 40 MEMB............
CLS 40 MEMB..................
CLS 25 MEMB.....................
CLB 25 MEMB.....................
CLT 40 MEMB......................
CLT 25 MEMB.....................
FC 37 MEMB........................
FYMAIN 500 MEMB...................
FYSEC 500 ALL
MAXMAIN 25 ALL
MINMAIN 12 ALL
MINSEC 12 ALL
DESIGN BEAM...............................
DESIGN COLUMN.............................
DESIGN ELEMENT.................................
CONCRETE TAKE
END CONCRETE DESIGN
I hope in Steel Design, your intention is to use AISC2010 code and to check the members for code specifications. But you have several redundant design commands which has been commented out in input file.
All the above mentioned changes applied in the attached file, please go through closely in the input file.
pejabat_(R6)_mod.std
Additionally as your main structure is of concrete, please re-check if PINNED support conditions are applicable for your structure.