Good morning sir I'm trying to run a building model check but its giving me an error on my intersections very close. The error is (Intersection 4 - @ 1 and F- 4- very close ... ( d= 18.75mm)
@@Joshua_d_designer if I’m designing using the ultimate state, is it better to consider these factors? Applying these factors reduce the required area of steel reinforcement noticeably
![The Wall Song ร้องข้ามกำแพง | EP.213 | กรีน อัษฎาพร | 3 ต.ค. 67 [1/5]](http://i.ytimg.com/vi/3KrlLbCsadI/mqdefault.jpg)
Good morning sir
I'm trying to run a building model check but its giving me an error on my intersections very close. The error is (Intersection 4 - @ 1 and F- 4- very close ... ( d= 18.75mm)
Good day sir, how where you able to make the number of bars for your slab visible? E.g 3Y12@250.
Hello. I'm getting a high Axial load comparison difference error. Yet I see no issue with my model. How do I correct it?
Well done sir, please, where can I download PROTA STRUCTURE 2021.Thanks
Please sir, can prota structures design column on a slab panel
No, because column is not supposed to be on a slab panel directly
@@Joshua_d_designer Please sir, how do I analyze that kind of case
@@iniobonginyang8578 You will have to check your General arrangement drawing and make appropriate corrections
Thank you, sir,
Please sir I would love you to see my General arrangement.
@@iniobonginyang8578 send to adejumo.joshua1@gmail.com
Link to download protastructures 2022
Do you change the stiffness factors in Protastructure?
You may do that if it applies to you
@@Joshua_d_designer what is the proper way to change it, from the building analysis tab or the section properties?
@@Zorot99 Any of the two would work
@@Joshua_d_designer if I’m designing using the ultimate state, is it better to consider these factors? Applying these factors reduce the required area of steel reinforcement noticeably
@@Zorot99 One of reasons it is in the ultimate state is that it has been factored and so the factors cannot be eliminated when considering such