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Thank you selimgunay, However, I do not understand yet the example provided. What is 25.55? Are my assumptions correct? And the area of steel provided in Hfiber command corresponds to which diameter? Thanks again. Best, André Vieira selimgunay wrote: > Below are the descriptions provided > > section...

Thank you selimgunay,

However, I do not understand yet the example provided. What is 25.55? Are my assumptions correct? And the area of steel provided in Hfiber command corresponds to which diameter?

Thanks again.

Best,
André Vieira

Hello, I am trying to apply the flexure-shear interaction model but I am getting confused with the example provided. I have two questions: 1) When building the section in the planar local coordinate system (y,z) it is given the following example. section FiberInt 2 –NStrip 1 6.5 1 2.0 1 6.5 { fiber ...

Thank you all for your responses

Thank you for your response selimgunay. I am using this file, however I don't know how to build a T cross section from there, since the information the script BuildRCrectSection.tcl request is to build a rectangular section. "proc BuildRCrectSection {id HSec BSec coverH coverB coreID coverID st...

Hello fmk, Thank you for your response. I couldn't even build the T cross section yet. That is the main problem to me. fmk wrote: > it depends on the reinforcement .. it is just a bunch of blocks .. you > should do some sensitivity analysis to see how many fibers are needed .. > start small 10-15 fi...

Hello, I am new on OpenSees and also with scripts. I am trying to build a T cross section for a reinforced concrete element. The cross section has 250 mm high, 125 mm web thickness, and a slab centralized on the top of the beam with 80 mm thick and 500 mm width. So the total high of the beam (250 mm...