Hi Sir, naencounter ko kasi during design ng MAT Foundation itong problem na ito "support y coordinate is different with y coordinate of mat region in staad foundation", ano po magandang soultion dito?. Salamat in advance.
what if soil base pressure exceed soil bearing capacity? for example SBC is 100kn/m² only but soil pressure shown is the program has values nearing 200 kn/m² , does that mean the soil fail? if so why is there no warning shown just like other failure types?
@@AEDOENGINEERING hi, thank you for the response. i am not seeing any warning, i am trying to model a mat foundation following your video , and the only part where the program asks for SBC input was for calculating subgrade modulus. Mat design checks are all good like punching and reinforcements and stuff in the reports, but i noticed base soil pressures are higher than the SBC i want on the moment envelope option part.
hi sir, thanks for this informative video. just want to ask how about kung may mababaw na water table? pano yung effect like uplift or bouyant force? TIA.
![[LIVE] : ONE ลุมพินี 89 | คู่เอก "ยอดไอคิว vs คิริลล์"](http://i.ytimg.com/vi/Z3vYkHJ_5Ig/mqdefault.jpg)
Sir napansin ko lang gamit niyo po SBC is 100Kpa pero yung max base pressure nasa 221kpa pass po ba yun?
Gumagawa ka po ng video tutorial from step to step for new staad learners?
I geting soil pressure zero in Staad foundation report what will I do
Sir ayaw lumabas yung design summary ko for slab design. Paano po kaya palabasin?
Hi Sir, naencounter ko kasi during design ng MAT Foundation itong problem na ito "support y coordinate is different with y coordinate of mat region in staad foundation", ano po magandang soultion dito?. Salamat in advance.
Hi, not sure with that specific case. Kindly messge at facebook.com/AEDOEngineering , send the file so i can check.
what if soil base pressure exceed soil bearing capacity? for example SBC is 100kn/m² only but soil pressure shown is the program has values nearing 200 kn/m² , does that mean the soil fail? if so why is there no warning shown just like other failure types?
That's bearing failure and there should be a warning for that.
@@AEDOENGINEERING hi, thank you for the response. i am not seeing any warning, i am trying to model a mat foundation following your video , and the only part where the program asks for SBC input was for calculating subgrade modulus. Mat design checks are all good like punching and reinforcements and stuff in the reports, but i noticed base soil pressures are higher than the SBC i want on the moment envelope option part.
hi sir, thanks for this informative video. just want to ask how about kung may mababaw na water table? pano yung effect like uplift or bouyant force? TIA.
Hi, the program(Staad FND advance) has options nmn for water table considerations. Thanks
Hello po. Bat kaya nagwarning sakin na instability at mas malaki daw yung selfweight 😢
hi ba haha
Bro, can I get link of your STAAD FOUNDATION ADVANCED to download
pls pm on fb Thanks!,
facebook.com/AEDOEngineering
Hi sir, pano pala iexport yung calculation sheet. Sinubukan ko iexport sa OneNote kaso yung drawings ang di nasasama.
Thanks Sir!
Hi, sa pinaka end ng calculation sheet meron print option. then print as pdf.
may ibang MOP po ba ung guide sa rcdc?
Hi yup, message nlng sa fb. thanks!
Sir puede ba ang GCASH as mode of payment sa ebook guide for staad? Salamat po.
Hi, yup pwde nmn.
HI SIR, PANO PO DINEDESIGN ANG LIFT FOUNDATION SA STAAD FOUNDATION? THANK YOU IN ADVANCE
You can do mat footing design for lift foundation. With walls instead of columns
Sir, english please. Thank you.
Ang nalabas po ay encountered an improper argument pag inaanalyze po. Thank you po.
May error yn, if ever pwde ko echeck ung file. Messge at facebook.com/AEDOEngineering/
Nag zezero po yung plate stress summary