good day sir! what part of video i need lang if rackign system using GI pipes and swivel as connector ang gagamitin kong main materials and steel plate for footing, self standing po ang iddesign ko. I'm in half of this tutorial, but im still clueless po :c i need to know the loading capacity of my rakcign system each section if ever
Good day sir, thank you for the detailed lecture, a very big help po sa aming aspiring structurals! God bless po! May I ask lang po na sa support moments po ba, is nakabased paren sa degree of freedom? Or per axis na sya? Thank you po!
Eto rin po sana tanongko, specially sa pagrelease ng Mz tapos dun sa roller, yung pagrelease ng Fz, kung local axis kasi parang pointing downwards yung fz..
@@dannloloydun nga po yung galaw ng roller , as per sir clemente . Kaso nalilito lang ako kasi, etong Fz na to from STAAD sa degreess of freedom po yn ryt? So kung local axis pla yun, naisip ko, fx yung along sa axis ng movement ng roller
good day sir! what part of video i need lang if rackign system using GI pipes and swivel as connector ang gagamitin kong main materials and steel plate for footing, self standing po ang iddesign ko. I'm in half of this tutorial, but im still clueless po :c i need to know the loading capacity of my rakcign system each section if ever
Sana nadiscuss din kung ano yung effect pag naka "none" yung selection sa foundation supports. Madalas kasi compression only lang agad :).
SANA MAY EXAMPLE PO SHOWING HOW TO DEAL designing a PLAT MAT FOUNDATION SUPPORT. :D
Sir mag tatanong lang po. Pde bang pinned both ends ng support? Ano po magiging effect nun sa truss or sa column sir? Salamat po
Sir ask lng po, at 8:44, what if parallel to x ang truss ko. ano ang i rerelease ko po ?
Tingin ko po. Releases of members depends on member axis at hindi po sa global axis
@@junaramaro7161 so local z I re release ko po?
Good day sir, thank you for the detailed lecture, a very big help po sa aming aspiring structurals! God bless po! May I ask lang po na sa support moments po ba, is nakabased paren sa degree of freedom? Or per axis na sya? Thank you po!
Eto rin po sana tanongko, specially sa pagrelease ng Mz tapos dun sa roller, yung pagrelease ng Fz, kung local axis kasi parang pointing downwards yung fz..
@@jctotsways1345 global axis po sir 😊
@@dannloloydun nga po yung galaw ng roller , as per sir clemente . Kaso nalilito lang ako kasi, etong Fz na to from STAAD sa degreess of freedom po yn ryt? So kung local axis pla yun, naisip ko, fx yung along sa axis ng movement ng roller
Sir, tanong lang po. If example 4 ang support ng truss, 1 pin tapos rest is puro roller na ba? Salamat po.
That’s ideal po. Pero it all depends pa din sa inyo as designer.