I love the way you explain things step-by-step. For the first time, I understood how Padfootings are designed properly in Protastructure. Thank you, my brother.
Keep up bro. I like your tutorials.you are very raw with your explanation. Respecting real time issues.i have been using staad pro but your tutorial is making me to Change to prota. Thanks bro
Sir, when you use “use maximum load in all combinations” this will design the footing on the factor load. Shouldn’t we design the footing on service load only?
Good morning joshuaddesigner, I was following ur amazing design & it's cool. I have an issue with d analysis any time I follow ur examples, and if I start it run for some few seconds & stop. Why?
Good day My great tutor, I'm facing a problem in this pad footing design, it is show two base instead of one base, like my dead and live load also is show two values for each. I don't know where my mistakes is
Keep up bro. I like your tutorials.you are very raw with your explanation. Respecting real time issues.i have been using staad pro but your tutorial is making me to Change to prota. Thanks bro
I love the way you explain things step-by-step. For the first time, I understood how Padfootings are designed properly in Protastructure. Thank you, my brother.
You're welcome 😊
Watching from Zambia! Thank you sir. You just don't know what you've done
U really knows how to explain. keep it up broo
Good work engineer Joshua from your Ede-, connect friend
Ma guy ....weh done jare 👍
Keep up bro. I like your tutorials.you are very raw with your explanation. Respecting real time issues.i have been using staad pro but your tutorial is making me to Change to prota. Thanks bro
Thank you and I am glad the tutorials are helpful
You're good. This actually helped alot. Thanks
Thank you for the compliment sir...
I'm glad you are satisfied
Keep it up Broh! This is really helpful
Please can I forward a design to you for check my pad only pass at 900mm depth. And too much
@@Austino-Technology-Ltd send to me adejumo.joshua1@gmail.com
Sir, when you use “use maximum load in all combinations” this will design the footing on the factor load.
Shouldn’t we design the footing on service load only?
Good morning joshuaddesigner, I was following ur amazing design & it's cool. I have an issue with d analysis any time I follow ur examples, and if I start it run for some few seconds & stop. Why?
Does it give any response once the process aborts?
Good day My great tutor, I'm facing a problem in this pad footing design, it is show two base instead of one base, like my dead and live load also is show two values for each. I don't know where my mistakes is
check the boxes selected and ensure its only dead load and live load you are having there
Hey joshua , can we have top reinforcement in foundation?? by using protastructure
Yes of course, you can have top reinforcements
thanks
Please help me with Prota structure activation code 2022 or 2021
Reach me via adejumo.joshua1@gmail.com
Keep up bro. I like your tutorials.you are very raw with your explanation. Respecting real time issues.i have been using staad pro but your tutorial is making me to Change to prota. Thanks bro
You're welcome..
Expect more and welcome to the world of Prota Structure...