Bentley 2006 User Manual
American Concrete Design
Section 3
3-16
DESIGN COLUMN 23 25
END CONCRETE DESIGN
END CONCRETE DESIGN
Example for column design per the ACI 318-1999 code
UNIT KIP INCH
START CONCRETE DESIGN
CODE ACI 1999
FYMAIN 58 ALL
MAXMAIN 10 ALL
CLB 2.5 ALL
DESIGN COLUMN 23 25
END CONCRETE DESIGN
START CONCRETE DESIGN
CODE ACI 1999
FYMAIN 58 ALL
MAXMAIN 10 ALL
CLB 2.5 ALL
DESIGN COLUMN 23 25
END CONCRETE DESIGN
Column Design Output
The following table illustrates different levels of the column
design output.
design output.
Table 3.3
The following output is generated without any TRACK
specification.
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C O L U M N N O. 5 D E S I G N R E S U L T S
FY - 60000 FC - 4000 PSI, SQRE SIZE - 12.00 X 12.00 INCHES, TIED
AREA OF STEEL REQUIRED = 7.888 SQ. IN.
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI
----------------------------------------------------------
8 - NUMBER 9 5.556 2 STA 0.700
(PROVIDE EQUAL NUMBER OF BARS AT EACH FACE)
C O L U M N N O. 5 D E S I G N R E S U L T S
FY - 60000 FC - 4000 PSI, SQRE SIZE - 12.00 X 12.00 INCHES, TIED
AREA OF STEEL REQUIRED = 7.888 SQ. IN.
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI
----------------------------------------------------------
8 - NUMBER 9 5.556 2 STA 0.700
(PROVIDE EQUAL NUMBER OF BARS AT EACH FACE)