Thank you so much sir,God bless you,your videos have been helpful

Thanks a lot, Sir The whole thing was superb, I enjoyed the lecture. From Edo state

@Joshua_d_designer

2 жыл бұрын

Thank you sir I appreciate the feedback, this channel will definitely continue to give more Amazing and interesting contents

Great job, Engr Joshua keep it.

Hello Sir, thank you for the good content. Highly appreciated. I have 2 questions though, kindly help. 1. My analytical strips drawn in the y direction doesn't show, x direction shows, what could be the problem? 2. After drawing FE strips, I analyzed and designed my slab. But in the design report, areas of reinforcement are showing zeros and the reinforcement bars don't appear on plan. I'll appreciate your help

THANKS FOR THE WONDERFUL TUTORIALS. I TRIED IT WITH 2018 VERSON, MY DEFAULT REBARS WERE ONLY Y16 AND WANTED TO CHANGE THEM TO Y12 BUT I COULD NOT DO IT. KINDLY ASSIST ME HOW I CAN CHANGE REBARS TO MY PREFERED DIAMETER. THANKS, ONCE AGAIN. I AM JOHNNY FROM GHANA

@Joshua_d_designer

5 ай бұрын

Expect a video soon

hello your videos are great, can you pls re arrange your videos with numbers so the play in a sequential order

@Joshua_d_designer

Жыл бұрын

Requests have been much along thus line and so I will do something about it

What if it declined by indicating that load cases and combination are not defined?

@Joshua_d_designer

Жыл бұрын

Check the building analysis and confirm your load combinations... Follow my steps on complete prota tutorials for beginners, I did talk about that

Thank you, I need tutorial for staircase

@Joshua_d_designer

Жыл бұрын

Please check through my videos

ขอบคุณครับ

nice. thanks a lot

@Joshua_d_designer

2 жыл бұрын

You're welcome.. More to come

@BT252D

2 жыл бұрын

@@Joshua_d_designer bro i need this program setup

@Joshua_d_designer

2 жыл бұрын

Okay,reach out

I have an observation, the anchorage length of the main reinforcement for the cantilevered/overhanging slab is not adequate. You will need to edit it probably manually.

@Joshua_d_designer

Жыл бұрын

That's correct, you can do that with prota details or on third party softwares..

@aolivapatience21

Жыл бұрын

How do I change settings of prota? I'm a beginner and I'm finding trouble let's say in the pad foundation footings which are over size compared to my hand calculations and the design spreadsheets, what could be the issue?

Thanks for the tutorial. I guess the slab strip analysis has to be done on all the storeys individually? Better still, can it be done on one storey and generated to other storeys as well? Secondly, what is the essence of mesh analysis in slabs, I’ve seen some other structural engineers do it during slab analysis/design.

@Joshua_d_designer

Жыл бұрын

You're welcome Slab strip should be done on each floor because in most cases, the slab paneling will not be the same. Hence, the conditions for each slab varying. Secondly, 1) In practice, a concrete slab and a beam are continuously connected throughout their common edge, which means, the deflect in unison along that common edge, and, loads are transferred from the slab to the beam at every point along the common edge. 2) During stiffness and load calculations, generally, line entities like beams, columns and braces are handled using the theory meant for line members, while 2 dimensional entities like slabs and walls are handled using the finite element method. Now the answer to your question: In the analysis method that uses the line entities and finite elements, there is no means by which the continuous connection (monolithicity) between the slab and a beam can be modeled exactly. Instead, the analysis model is constructed in such a way that the beam and slab are connected at a number of discrete points. This is what is attained by meshing the slab, and dividing the beam into a number of segments. Hence the use of terms like coarse mesh or dense mesh. Coarse mesh means the number of discrete points of connectivity is few, dense means many. Those points of connectivity are the sole locations through which a load transfer occurs between the slab and the beam. If you do not mesh the slab, the connectivity present only at the points where the beams and the slab are connected to columns. Thus, any load acting on the slab will bypass the beam and go directly in the column if you don't mesh the slab. It will not reflect the monolithic nature of the connection between them. Needless to say, a dense mesh is a better representation of the monolithic connection compared to a coarse mesh

@user-lx1se7wc7x

3 ай бұрын

So help bro I want slab to have green status

How do you put the loads before you proceed with the slab strips?

@Joshua_d_designer

Жыл бұрын

Loads on the slab?

@johnopige7933

Жыл бұрын

@@Joshua_d_designer yeah loads on the slab

Hey hey Mr instructor, so, I have a mixture of solid slabs and ribbed slabs, when I try to drag the analytical strip in the Y direction where my ribbed slabs also are, it doesn't come but when I drag in that direction and end at the solid slabs, the line comes on. My question is, does this not work for ribbed slabs?

@aolivapatience21

Жыл бұрын

Question 2: on generated slab detail, I do not see the word sufficient anywhere to know if it is sufficient and also when I click on delete and reselect bars, nothing is changing a

@Joshua_d_designer

Жыл бұрын

What are the conditions you chose while doing so?

I actually requested for autocad template but hae not gotten an approval yet

I want slab desing status to be green

Hello sir I cant see your T2

@Joshua_d_designer

Жыл бұрын

You mean the Top distribution bars? Prota structure doesn't provide for that in its slab design and so you will have to put it by yourself

@otuoyeorubia6722

Жыл бұрын

@@Joshua_d_designer so as prota doesn't is it ok with that alone?

In my practical design only some slabs failed and edited to pass it shows expired analysis color, what is the solution

@Joshua_d_designer

Жыл бұрын

You will have to run the analysis again since it has expired

How can I get the bar bending schedule?

@Joshua_d_designer

Жыл бұрын

Good morning, please watch this video on my channel and you will surely get it right kzread.info/dash/bejne/l4Krq82qhK_HYaw.html

Hello How does someone design for a ribbed slab and so on?

@Joshua_d_designer

Жыл бұрын

I have a video in that on my channel,check it out

do you have a tutorial on how to cut a section in prota structure ? Kindly direct me to the link if you do pls

@Joshua_d_designer

Жыл бұрын

I will make a video on that shortly ao you could have it