Good day sir base po sa dimension ng floor area dipo ba need natin i consider ang distributed load and basi po sa dimension it is a two way slab and yung distribution ng load ay hindi rectangle kundi triangle since equal naman yung dimension
Thank you po sir for this lecture. I'd like to ask lang po (tho medyo unrelated sa video), when analyzing loads in a building frame using manual or compute-aided calculation (like portal method etc), considered po ba yung buong structure (from substruc to superstruc) or superstructure lang po?
You can isolate the entire frame for example grid 1, but if you will use computer aided consider the 3D structure. Because in real-time they work as a whole. I hope that answers your question. Thanks
@@jsdesign_engineeringtv3633 Thanks po for your response sir. I'd like to ask po if sa analysis of frames, from the building top hanggang sa ground level lang po ba ang icoconsider, and di na po isasama sa frame analysis yung below ground (the substructure) po?
Good evening po , sa pagcompute ng deadload halimbawa po 2 to 3 storey building. Kasali pa po ba yung Weight ng Wall po na nakapatong sa beam? salamat po
Pano po pag pag may CR pano po ba yun isasama sa pag compute ng load pati po yung walls ng CR tsaka yung ibang naka fixed na structure sa loob ng building.
We apply certain load per sqm for fixed partitions. Please watch my other video entitled "Design Criteria for Building Permit" .Thanks th-cam.com/video/GFHYIpuV9pU/w-d-xo.html
sir pano po yung end moment na nacocompute namen using MDM na galing sa earthquake lateral loads pano po yung consideration non sa design ng biga? iinclude pa ba yon?
Ofcourse you should consider them too. Im just giving an example using specified DL and LL, check load combination from NSCP and see which one will govern. Thanks
Good day sir. Tanong lang po. saan po ba ang tamang length ng beam. clear beam spam po ba or center to center ng support or columns? Thannks in advance po sa sagot
new subscriber here,, civil engr for 4 years n pero marami ng nalimutan s napagaralan,, thank you for your videos keep doing more po
Very informative and refreshing, especially to the engrs na nakalimot na. Thank you sir!
Very informative lecture. Maraming salamat po sir.
Thank you sir! Mabuhay po kayo.
Very helpfull saakin sir. Salamat. Ihope soon ma meet kopoh kayo air pag engineer naako
Very Clear ang tutorial
This is great!!! Congrats on hitting 10k subscribers! 🍾👏🏼
Sir good day! Sana po ay yong part 2 ay soon to release na! Salamat po!
Waiting po sa part 2 Sir
Engr. thank you very much!
Good day sir base po sa dimension ng floor area dipo ba need natin i consider ang distributed load and basi po sa dimension it is a two way slab and yung distribution ng load ay hindi rectangle kundi triangle since equal naman yung dimension
Thank you po sir for this lecture. I'd like to ask lang po (tho medyo unrelated sa video), when analyzing loads in a building frame using manual or compute-aided calculation (like portal method etc), considered po ba yung buong structure (from substruc to superstruc) or superstructure lang po?
You can isolate the entire frame for example grid 1, but if you will use computer aided consider the 3D structure.
Because in real-time they work as a whole. I hope that answers your question. Thanks
@@jsdesign_engineeringtv3633 Thanks po for your response sir. I'd like to ask po if sa analysis of frames, from the building top hanggang sa ground level lang po ba ang icoconsider, and di na po isasama sa frame analysis yung below ground (the substructure) po?
Hi sir. Good day po. I'm confused na po. Hindi po ba triangular ang load transfer from the 2-way slabs?
Thank you Sir. Generous magturo.
Thanks po
Engr. Hindi po ba Vol. X 24kn ang pagkuha sa weight ng structures gaya sa beam?
Thanks Sir.
Engr. dinagdag mo sana yung sismic design.😃
Good evening po , sa pagcompute ng deadload halimbawa po 2 to 3 storey building. Kasali pa po ba yung Weight ng Wall po na nakapatong sa beam? salamat po
Yes everything should be included: partition, finishing etc..
Pano po pag pag may CR pano po ba yun isasama sa pag compute ng load pati po yung walls ng CR tsaka yung ibang naka fixed na structure sa loob ng building.
We apply certain load per sqm for fixed partitions. Please watch my other video entitled "Design Criteria for Building Permit" .Thanks
th-cam.com/video/GFHYIpuV9pU/w-d-xo.html
sir pano po yung end moment na nacocompute namen using MDM na galing sa earthquake lateral loads pano po yung consideration non sa design ng biga? iinclude pa ba yon?
Ofcourse you should consider them too. Im just giving an example using specified DL and LL, check load combination from NSCP and see which one will govern. Thanks
Sir kung pwede sana gawin niyo mas klaro ang pagkasulat para mas maintindihan pa lalo, salamat sa kaalaman.
Good day sir. Tanong lang po. saan po ba ang tamang length ng beam. clear beam spam po ba or center to center ng support or columns? Thannks in advance po sa sagot
We use c-c of support during stress analysis
@@jsdesign_engineeringtv3633 thanks so much po. Pwede po mag request ng design ng cross beam ang span po ay 8.5m and 7m po. continuous beam po.
hello po good evening sir.. saan po kinuha yung "d=L/12"?
I'm using that ratio to determine preliminary beam size. It's not in the code. Thanks
Sir, Goodafternoon.. wala pang part 1,2,3 po?
Its coming my friend please stay tune. thanks
SIR ASK LANG PO YAN PO BANG 24 AT 22KN/M^3 GALING SA NSCP?
No, it's just based from most designers experience. Thanks
boss :)
Refer nalang tayo sa Minimum Design loads sa NSCP andun yung Complte loadings.. TY