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
Kindly share any excel sheets as well as the other pdf on slab loading base on different categories
Hello. I'm getting a high Axial load comparison difference error. Yet I see no issue with my model. How do I correct it?
Good day sir, how where you able to make the number of bars for your slab visible? E.g 3Y12@250.
Well done sir, please, where can I download PROTA STRUCTURE 2021.Thanks
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)
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
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