The OpenSees Community

Hey dear friends.
I try to assign uniform load on my beams in openseespy. but I faced to error due to the some faults in syntax.
What is wrong with my syntax? I would be grateful for your help.
SYNTAX:
eleLoad('-range', 40202, 40209, '-type', '-beamUniform', -29000,0.)

mhscott wrote: ↑Mon Aug 16, 2021 7:24 am OpenSeesPy is a module, just like numpy you load it into your Python script. There's nothing special about it with respect to how you write your Python code.

https://portwooddigital.com/2019/11/18/ ... on-module/

Thank you Dear Scott

mhscott wrote: ↑Sun Aug 15, 2021 6:14 am Search online for how to write a function in Python

Hey professor Scott.
I know writing function in python but we usually put "return" at the last sentence. is it needed in writing function for OpenSees-py?

The element connects the external nodes to the central node via multi-point constraints, and Joint2D must be used along with either the Penalty or the Transformation constraint handler.

Hey everyone.
How can i writer a subroutine in openseespy (something like wrting proc in tcl).
I would be grateful if somebody help me with sending an example.