The Best , Thank you Sir Specially on finding what Value or moment need for manual design computation . Looking forward for more 😊 Maybe if you can teach us how to see the reinforcement of retaining wall using STaad pro or RCDC. thank you
If you are willing to teach to people something, First you should begin explaining the issue on the hand drawed shape of retaining wall. You should show and explain the shape of wall and loads on the paper. Then you can pass through the explanation of Staad Pro analyze. Only staad pro is not sufficient for full explanation. However thanks for sharing.
Great work. Pls what connect version of staad pro are u using? I installed v22 update 2, but couldn't using the inbuilt RAM connection.. because the license for it is not available... It had very limited use.. If you select BS5950 for connections purposes, you won't get any available options to start the connection... And tips on how to fix the issue? Thanks.
I know, my question, how did u get to activate the integrated RAM connection in your staad pro connect edition. In mine, the license is not active, hence the limitations
I just figured it out.. I went to the license tab and activated it manually...😄. Thanks for reaching out tho. Keep the good work up.. Am learning from u.
Nice Video . Can you pl write the Load calculation in Numerical (i) Self wt --ok (ii) wt of Soil (iii) active earth pressure Ka*1-sin /1=sin (iv) Passive earth pressure (v) hydraustatic water pressure if wall is subjected to and finaly the(vi) seismic load , I will be highly obliged to you
Φ= 30 γ= 19kN/m3 self weight is automatically made by staad. active pressure = γ kaz passive pressure was ignored. = γz/ka i did not design for hydrostatic water pressure and seismic
@@fazalarju for hydrostatic pressure it would be the density of water times the height (a triangular load). Then for seismic analysis watch my video on how assigned it th-cam.com/video/cbUCXE5r0Cs/w-d-xo.html
Hello sir..hope u r doing well i have seen your modelling of retaining Wall.....but i m bit confuse in 1 value i.e 3.33 KN/M2 How u calculated this value please explain this to me.
The best staad tutorial I've seen this year keep it up
The Best , Thank you Sir Specially on finding what Value or moment need for manual design computation . Looking forward for more 😊 Maybe if you can teach us how to see the reinforcement of retaining wall using STaad pro or RCDC. thank you
😍😍😍😍
Best video
Thank you
Good day Sir, IIs active pressure coefficient for granular material not 0.33!
Check other references
If you are willing to teach to people something, First you should begin explaining the issue on the hand drawed shape of retaining wall. You should show and explain the shape of wall and loads on the paper. Then you can pass through the explanation of Staad Pro analyze. Only staad pro is not sufficient for full explanation. However thanks for sharing.
Before detailing, how do you get the reinforcement details?
I’d design it like a plate
How do I change the mesh plate to rcc slabs in staad. Advanced concrete design. RCDC CONNECT EDITION, unable to read analysis data
How did you mesh your slab?
@@Lanreolokunola I went through one of your videos cantilever retaining wall. Advanced concrete design doesn't work for the software.
@@Lanreolokunola how do I get my bars results
@yawashia8678 design it like a plate. Check my previous videos on plate design
Great work. Pls what connect version of staad pro are u using? I installed v22 update 2, but couldn't using the inbuilt RAM connection.. because the license for it is not available... It had very limited use.. If you select BS5950 for connections purposes, you won't get any available options to start the connection... And tips on how to fix the issue?
Thanks.
Andy Abur bs5950 works perfectly for my ram connections
I know, my question, how did u get to activate the integrated RAM connection in your staad pro connect edition. In mine, the license is not active, hence the limitations
I just figured it out.. I went to the license tab and activated it manually...😄. Thanks for reaching out tho. Keep the good work up.. Am learning from u.
@@MadeWun congrats
PL CONTINUE WITH REINFORCEMENT DETAILING ALSO. WOULD BE THANKFUL
Check my playlist I’ve done the detailing
How to design reinforcement
Design it like a plate
Can u make one tutorials with reinforcement Detail..? Thanks sir
Nice Video . Can you pl write the Load calculation in Numerical (i) Self wt --ok (ii) wt of Soil (iii) active earth pressure Ka*1-sin /1=sin (iv) Passive earth pressure (v) hydraustatic water pressure if wall is subjected to and finaly the(vi) seismic load , I will be highly obliged to you
Φ= 30 γ= 19kN/m3
self weight is automatically made by staad.
active pressure = γ kaz
passive pressure was ignored. = γz/ka
i did not design for hydrostatic water pressure and seismic
Thank you very much sir. If retain wall is subjected to hydraustatic pr. And seismic how it is to be applied sir.
@@fazalarju for hydrostatic pressure it would be the density of water times the height (a triangular load). Then for seismic analysis watch my video on how assigned it
th-cam.com/video/cbUCXE5r0Cs/w-d-xo.html
Thank you sir
sir may i ask wher did u get 18.98 kn/m2 load?
Triangular Earth pressure= .333x19x3
Hello sir..hope u r doing well
i have seen your modelling of retaining Wall.....but i m bit confuse in 1 value i.e 3.33 KN/M2
How u calculated this value please explain this to me.
uniform surcharge height = 10*0.33
@@Lanreolokunola sir what is 10 here ?
@@faizanrhmn23 the surcharge load was assumed to be 10kN/m2
@@Lanreolokunola thank alot sir..
sir can we talk personally..i want to ask few question regarding staad pro
i'll be very thankful to u..
Thanks for sharing this sir. I would like to ask somethings about staad pro sir. How can I connect you sir, WhatsApp,e-mail or anyone Sir
olokunolalanre@gmail.com
Before detailing, how do you get the reinforcement details?