# Shear LimitCurve
This command is used to construct a shear limit curve object that is used to define the point of shear failure for a LimitStateMaterial object. Point of shear failure is based on empirical drift capacity model from Chapter 2 of PEER 2003/01 report. After shear failure the response of LimitStateMaterial is forced to follow shear limit curve.
```tcl limitCurve Shear $curveTag $eleTag $rho $fc $b $h $d $Fsw $Kdeg $Fres $defType $forType <$ndI $ndJ $dof $perpDirn $delta> ```curveTag |
unique LimitCurve tag |
eleTag |
integer element tag for the associated beam-column element |
rho |
transverse reinforcement ratio <math>(\frac{A_{st}}{bh})</math> |
fc |
concrete compressive strength (psi) |
b |
column width (in.) |
h |
full column depth (in.) |
d |
effective column depth (in.) |
Fsw |
floating point value describing the amount of transverse reinforcement <math>(F_{sw} = \frac{A_{st}f_{yt}d_c}{s})</math> |
Kdeg |
If positive: unloading stiffness of beam-column element (Kunload from Figure 4-8) if negative: slope of third branch of post-failure backbone (see Figure 4-6) |
%Fres' |
floating point value for the residual force capacity of the post-failure backbone (see Figure 4-6) |
defType |
integer flag for type of deformation defining the abscissa of the limit curve 1 = maximum beam-column chord rotations 2 = drift based on displacment of nodes ndI and ndJ |
forType |
integer flag for type of force defining the ordinate of the limit curve. See NOTES 1. 0 = force in associated limit state material 1 = shear in beam-column element 2 = axial load in beam-column element |
ndI |
nteger node tag for the first associated node (normally node I of $eleTag beam-column element) |
ndJ |
integer node tag for the second associated node (normally node J of $eleTag beam-column element) |
dof |
nodal degree of freedom to monitor for drift. See NOTES 2 |
perpDirn |
perpendicular global direction from which length is determined to compute drift. See Notes 2. |
delta |
drift (floating point value) used to shift axial limit curve |
NOTES:
<tcl>CenterColShearSpring.tcl</tcl>
DESCRIPTION:
Modeling Failures in Existing Reinforced Concrete Columns by Ken Elwood: file:ElwoodCJCE2004.pdf
REFERENCES:
Elwood, K.J and Moehle, J.P., "Shake Table Tests and Analystical Studies on the Gravity Load Collapse of Reinforced Concrete Frames", Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA. PEER 2003/01.
Code Developed by: Ken Elwood, University of British Columbia