hakeem4:
hopefully tomorrow I would try and do it.

Thanks a million.

hakeem4:


can i remove it from the drive now ?

Yes bro, thanks alot

feeloscar:
Good afternoon,could you please do a tutorial on the design of a 2 cell 3x3 reinforced concrete culvert

https://www.youtube.com/watch?v=itY9jrym7Sg

hakeem4:



https://www.youtube.com/watch?v=itY9jrym7Sg

Thanks Engr

hakeem4:




https://www.youtube.com/watch?v=itY9jrym7Sg

Nice. Your modelling skill is great as always.

Your assumed subgrade modulus is massive, almost as if your allowable settlement is close to zero. Lol...Nice.

stanisbaratheon:


Nice. Your modelling skill is great as always.

Your assumed subgrade modulus is massive, almost as if your allowable settlement is close to zero. Lol...Nice.

yeah, i just assumed that value. for explanation

hakeem4:

yeah, i just assumed that value. for explanation

Hi,

Can you advise on which software you used to record your laptop screen for the video? By the way, I just purchsed your course on Udemy.

Can you also contact me on through WhatsApp for possibility of collaboration on training?

Regards.

hakeem4:
https://www.udemy.com/course/learn-staad-pro-connect-edition-from-the-scratch/?referralCode=D634E01659D4A9EF5466

kunlef1:
Hi,

Can you advise on which software you used to record your laptop screen for the video? By the way, I just purchsed your course on Udemy.

Can you also contact me on through WhatsApp on (zero eight zero 59859728) for possibility of collaboration on training?

Regards.

Thank you! Let’s talk on WhatsApp

How to model, analyse and design a shear wall on staad pro connect edition



https://www.youtube.com/watch?v=ETIF4a-gVJg

hakeem4:
How to model, analyse and design a shear wall on staad pro connect edition



https://www.youtube.com/watch?v=ETIF4a-gVJg

Great work bro. Is the staad connect working perfectly now?

yungmin:


Great work bro. Is the staad connect working perfectly now?

yes it is. That’s what I am currently using for my steel design. But it still doesn’t design cantilever beams in the rcdc.

hakeem4:
yes it is. That’s what I am currently using for my steel design. But it still doesn’t design cantilever beams in the rcdc.

Oh! It had that problem initially? I didn't even know.

hakeem4:
yes it is. That’s what I am currently using for my steel design. But it still doesn’t design cantilever beams in the rcdc.

By the way, does it design shear walls to Euro code now?

yungmin:


Great work bro. Is the staad connect working perfectly now?

Wow, I just watched the complete video. So much improvement. Please, do you have the installation file you can share a please? I'd be most grateful

yungmin:


Wow, I just watched the complete video. So much improvement. Please, do you have the installation file you can share a please? I'd be most grateful

that is what I sent via mail

hakeem4:
that is what I sent via mail

yeah, remember it had issue cracking it the other time

yungmin:
yeah, remember it had issue cracking it the other time

okay can I see a screen shot of the error it is giving you?

How do I represent the load coming on the beam carrying the concrete fascia on STAAD?

Would appreciate if anyone can respond

sconp:
How do I represent the load coming on the beam carrying the concrete fascia on STAAD?

Would appreciate if anyone can respond

use a member load

hakeem4:
use a member load

That would act on the beam directly, how do I reproduce that 'cantilever-like' loading of the concrete fascia?

Which program do you use for your footing designs now, STAAD Foundation or RCDC?

sconp:


That would act on the beam directly, how do I reproduce that 'cantilever-like' loading of the concrete fascia?

Which program do you use for your footing designs now, STAAD Foundation or RCDC?

If you can’t model the facial on staad, just get the total load and the moment generated and apply it to your beam.

Rcdc still takes you to staad foundation advanced

sconp:
How do I represent the load coming on the beam carrying the concrete fascia on STAAD?

Would appreciate if anyone can respond

Use member UDL loading with the appropriate eccentricity

yungmin:


Use member UDL loading with the appropriate eccentricity

Thanks, I'll try that again. Tried it earlier and had some issues

sconp:


Thanks, I'll try that again. Tried it earlier and had some issues

if you have any issues, try to post it here.

hakeem4:
if you have any issues, try to post it here.

Alright, Thanks.

sconp:


Thanks, I'll try that again. Tried it earlier and had some issues

You're welcome

How does one identify the primary and secondary beam on RCDC?

sconp:
How does one identify the primary and secondary beam on RCDC?

ok, I would make video on that for you. But you can split the secondary beam over the primary. And in case rcdc has splited the primary. you can join members back.

just right click and you would see split beams

hakeem4:
ok, I would make video on that for you. But you can split the secondary beam over the primary. And in case rcdc has splited the primary. you can join members back.

just right click and you would see split brand

Thanks man, please if you can use a drawing while making the video for better understanding.

Using Self-compacting concrete on my site today


https://www.youtube.com/watch?v=mBC7w1CFXZ4&ab_channel=LanreOlokunola