Bentley 2006 User Manual
American Concrete Design
Section 3
3-20
Example for element 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 ELEMENT 43
END CONCRETE DESIGN
START CONCRETE DESIGN
CODE ACI 2002
or
CODE ACI
FYMAIN 58 ALL
MAXMAIN 10 ALL
CLB 2.5 ALL
DESIGN ELEMENT 43
END CONCRETE DESIGN
Example for element 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 ELEMENT 43
END CONCRETE DESIGN
START CONCRETE DESIGN
CODE ACI 1999
FYMAIN 58 ALL
MAXMAIN 10 ALL
CLB 2.5 ALL
DESIGN ELEMENT 43
END CONCRETE DESIGN
3.8.2 Shear Wall Design
Purpose
Design of shear walls in accordance with ACI 318-02 has been
implemented. Shear walls have to be modeled using the Surface
element. The program implements provisions of chapters 10, 11
and 14 of ACI 318-02.
Design of shear walls in accordance with ACI 318-02 has been
implemented. Shear walls have to be modeled using the Surface
element. The program implements provisions of chapters 10, 11
and 14 of ACI 318-02.