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Section 3
3-9
Example for beam design per the ACI 318-2002 code
UNIT KIP INCH
START CONCRETE DESIGN
CODE ACI 2002
or
CODE ACI
FYMAIN 58 ALL
MAXMAIN 10 ALL
CLB 2.5 ALL
DESIGN BEAM 1 7 10
END CONCRETE DESIGN
Example for beam 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 BEAM 1 7 10
END CONCRETE DESIGN
3.6.4 Description of Output for Beam Design
Table 3.2 shows a sample output of an actual reinforcement pattern
developed by the program. The following annotations apply to the
Table 3.2:
1) LEVEL Serial number of bar level which may contain
one or more bar group
2) HEIGHT Height of bar level from the bottom of beam.