Posted on behalf of user Manish Chhugani :
Dear Staad Team,
I have one query related to output for concrete column design, please see the highlighted text in the attachment.
“Tie Bar Number 10 Spacing 192.00mm” it is the statement from Staad output, please let us know Number 10 here is bar size number 10 as per ACI or it is 10 number of bars.
Column design parameters are shown at the end of this message, unit of editor file is "Meter kN".
Regards,
Manish Chhugani
LOAD LIST 501 TO 593
PARAMETER 1
CODE AISC UNIFIED 2010
START CONCRETE DESIGN
CODE ACI
CLB 0.05 MEMB 571 TO 580
CLS 0.05 MEMB 571 TO 580
CLT 0.05 MEMB 571 TO 580
CLB 0.05 MEMB 156 TO 165
CLS 0.05 MEMB 156 TO 165
CLT 0.05 MEMB 156 TO 165
FYMAIN 420000 MEMB 156 TO 165 571 TO 580
FYSEC 420000 MEMB 156 TO 165 571 TO 580
MAXMAIN 32 MEMB 156 TO 165 571 TO 580
MINMAIN 10 MEMB 156 TO 165 571 TO 580
MINSEC 10 MEMB 156 TO 165 571 TO 580
REINF 0 MEMB 156 TO 165 571 TO 580
RHOMN 0.01 MEMB 156 TO 165 571 TO 580
SKY 1.25 MEMB 156 TO 165 571 TO 580
SKZ 1.25 MEMB 156 TO 165 571 TO 580
DESIGN COLUMN 156 TO 165 571 TO 580
END CONCRETE DESIGN
FINISH
