Uniaxial Section

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This command is used to construct a UniaxialSection object which uses a previously-defined UniaxialMaterial object to represent a single section force-deformation response quantity.

section Uniaxial $secTag $matTag $quantity

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$secTag	unique section tag
$matTag	tag of uniaxial material
$quantity	the force-deformation quantity to be modeled by this section object. One of the following strings is used:
	P Axial force-deformation
	Mz Moment-curvature about section local z-axis
	Vy Shear force-deformation along section local y-axis
	My Moment-curvature about section local z-axis
	Vz Shear force-deformation along section local z-axis
	T Torsion Force-Deformation

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Code Developed by: Micheal H. Scott, Oregon State University