Weldone Sir... God bless you. My question is we have different reinforcement in different storey but the same column position. How do we do it.. What I mean is we have 4Y16 in column 1C1 ( ground floor) then we now have 4Y25 in column 2C1 ( first floor) the same position different storey... How do we go about it. Thanks
Many people have been asking for personal training on the use of prota structure in reinforced concrete design. Here is the link for that selar.co/cih2
How are u sir? U showed how to fix failed columns after design in protastructure. But lower columns had less steel bars than upper columns in same vertical array of building which is impractical in field. Question: How can u make protastructure to give lower columns more bars than upper columns?
How are u sir? In protastrucrure usually lower columns have less steel bars than upper columns which is wrong in reality or both have same bars throughout which is also wrong if u follow tutorial of how to fix failed columns in the design. How can u make lower columns have more bars than upper columns? Comments from Balabyekubo I.J.C. Thanks. Email bjohnchristom@gmail.com johnchristom@gmail.com
Solved my problem too thanks a lot
Thank you so much for the clear explanation 🙏😊
Weldone Sir...
God bless you.
My question is we have different reinforcement in different storey but the same column position. How do we do it..
What I mean is we have 4Y16 in column 1C1 ( ground floor) then we now have 4Y25 in column 2C1 ( first floor) the same position different storey...
How do we go about it.
Thanks
ua-cam.com/video/cKoPQvQkvpU/v-deo.html This video explained everything about column design and details
What if the links failed?
Greeting
How do we handle a warning where the difference between Building Analysis results and undecomposed slab loads arises.
Thanks
very bad program
Thank you, but how to create stairs in prota details
ua-cam.com/video/IOT_JHy7qF0/v-deo.html This video explains your question
Sir plz can you show us how a culumn can exceed 4 bars of reinforcent, because always protastructure design 4 bars in each colmn. Plz help!!
ua-cam.com/video/Mz_euWxmdq4/v-deo.html this video has the answers to your question
Have tried respecting the bars but is still the same
Hello sir, how can we represent cantilever beams and slabs?
ua-cam.com/video/Kkwm6I63IMA/v-deo.html This video explains it
helpful
Glad it helped
Yes it solves by increasing size,updating and interactive design # Eng .Thomson#TANZANIA
Your design approach is wrong
Ok. I will like you to throw more light to it. Let me know where and how my approach was wrong and the likely right way to approach it. Thank you.
Sir why my u ratio is very high like 30 or something?
Many people have been asking for personal training on the use of prota structure in reinforced concrete design. Here is the link for that selar.co/cih2
what is to be done if the designed footings fails
Utilization ratio....
Hello! I face problem of increase in reinforcements in top floors columns instead of ground one! What is the reason and how to solve????
ua-cam.com/video/cKoPQvQkvpU/v-deo.html This video explains everything
Thank you sir. Your tutorials are really helping 👍. Keep to serve for the Lord 🙏
What about for beams sir. Urgently needed
ua-cam.com/video/Mz_euWxmdq4/v-deo.html This video explains everything
Hi author, may i ask how to fix a column that exceed steel percentage. I try to change to smaller column dimension but it doesnt'work.
Hello, I tried to correct the fail columns but they still coming failed, how to fix it
thanks sir for your help full explanation wonder full
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Good evening, but when I finish that one I corrected pass but another one went to fail
How are u sir? U showed how to fix failed columns after design in protastructure. But lower columns had less steel bars than upper columns in same vertical array of building which is impractical in field.
Question: How can u make protastructure to give lower columns more bars than upper columns?
How are u sir? In protastrucrure usually lower columns have less steel bars than upper columns which is wrong in reality or both have same bars throughout which is also wrong if u follow tutorial of how to fix failed columns in the design.
How can u make lower columns have more bars than upper columns?
Comments from Balabyekubo I.J.C.
Thanks.
Email bjohnchristom@gmail.com
johnchristom@gmail.com