4.16. section commands¶
- section(secType, secTag, *secArgs)¶
This command is used to construct a SectionForceDeformation object, hereto referred to as Section, which represents force-deformation (or resultant stress-strain) relationships at beam-column and plate sample points.
a list of section arguments, must be preceded with
secType = 'Elastic' secTag = 1 secArgs = [E, A, Iz] section(secType, secTag, *secArgs)
The following contain information about available