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American Concrete Design
Section 3
3-22
The program reports shear wall design results for each load
case/combination for a user specified number of sections given by
the SURFACE DIVISION (default value is 10) command. The wall
is designed at these horizontal sections. The output includes the
required horizontal and vertical distributed reinforcing, the
concentrated (in-plane bending) reinforcing, and the links required
to resist out-of-plane shear.
General format:
START SHEARWALL DESIGN
CODE ACI
FYMAIN f1
FC f2
HMIN f3
HMAX f4
VMIN f5
VMAX f6
EMIN f7
EMAX f8
LMIN f9
LMAX f10
CLEAR f11
TWOLAYERED f12
KSLENDER f13
DESIGN SHEARWALL LIST shearwall-list
END