controling shear punching of Foundation

[Kunda1]

8- finally export the model into *.f2k file that can import into the CSI SAFE software:

16.PNG

Can the above dialog be re-formatted to show 2 columns of radio buttons instead of 1?

[ebrahim raeyat]

sure, done with https://github.com/ebrahimraeyat/OSAFE/ ... 265a7d618b:

safe.PNG (26.35 KiB) Viewed 1257 times

[Kunda1]

Nice, thanks!

[ebrahim raeyat]

Adding Required reinforcement if punch ratio exceed 1:

User can change the value of Use_Reinforcement to true for calculating punch rebars. Program calculate distance between rebars and the total distance that rebars must be set, for example for corner column with punch ratio = 1.41, we must set 3T12 as hook in each branch of foundation with distance of 10 cm until 1.9 meter from column center:

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rebar1.jpg (65.44 KiB) Viewed 1190 times

rebar3.jpg (23.31 KiB) Viewed 1190 times

[chrisb]

I have the strong feeling that this topic should be moved, because it is more than a show case, but I'm unsure where to; Announcements? Open discussion?

[ebrahim raeyat]

I will add Automatic Creation of Main Bottom and Top Rebars for foundation with respect to location of openings in foundation.

https://github.com/ebrahimraeyat/OSAFE

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