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View Code? Open in Web Editor NEWTools for analysis of reinforced concrete sections
License: MIT License
Tools for analysis of reinforced concrete sections
License: MIT License
Add an option for plotting a small version of the cross section in the same figure as the interaction diagram.
This could be useful to avoid having to plot the the cross section geometry in a separate figure.
Add a badge to README showing the percentage of code that is covered by tests.
Include examples of hos to create a cross section and plot interaction diagrams. Both in the documentation and in the readme.
Make it easy to generate reinforcement based on diameter and spacing for rectangular slab sections. A slab in this sense means that the cover at the sides is 0mm.
Something like:
# Pseudo input
rebar_input = ['layer1: 32s150', 'layer2: 25/150']
# Section creation
Section(b, h, rebars=rebar_input)
32s150
and 25/150
should be supportedAt first, it would be reasonable to have this for rectangular sections, where it is most useful.
When given a rebar size with spacing, the exact locations of rebars are not known. Thus, a rebar layer should be represented as a smeared out line with equivalent properties for bending about the horizontal axis.
Only uniaxial bending is allowed for such a section, since the distance from the neutral axis to the rebar layer "line" is always known then. If the neutral axis rotates, the distance to each bar becomes a problem to evaluate (might be doable with some tricks though)
Note: Biaxial bending is a long way from being implemented, so probably not a concern
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