Very well presented. Good job Sir for sharing your knowledge. Keep doing and sharing more videos regarding your actual work experienced and your theory experienced as engineer. More blessing to come.
Thank Engineer for sharing this discussion. Wag po Kayung mag sawa mag discuss Ng engineering topic para marefresh Kami. I really like the clarity of your Voice and the way you explain the entire lesson. Godbless💖
thank you sir for the impressive and well presented theoretical strl. calculations, may you have more strength and wisdom to shares to others in need...God bless you sir!
Tnx Sir ...magaling af malinaw psliwanag...Sir .puede ang sample naman ay may slab for 3rd floor .marami n kasi nagppgawa ng bahag na ganito ..Tnx again for ur advocacy to teach and share..
Sir highly appreciated your videos. If you have time, Please make a series of tie beams with moments and lateral forces. And separate videos for splicing. Just short videos for each segment.
Thank you so much engr sa pag eefort po ninyo na magturo at magbahagi po ng inyong kaalaman madami po kayong natutulungan especially sa mga nag aaral pa lng po at para dn po ma refresh
Hi Sir! Thank you for sharing your knowledge! Malaking tulong po ito saking ngayon kasi meron kaming plates about designing column for 5 storey building
Thank you sir for explaining this topic in a way that is easier to understand. Sir, may video or pwede pong magrequest ng video for designing roof truss. Salamat po.
galing ng explanation nyo Sir..madali ma sundan..pwd po mag request Sir design ng rectangular column?kasi dito sa KSA kadalasan ginagamit nila 200mm width ng column align sa thickness ng CHB nila...
Thank you po sir. Please po yung complete procedure naman po ng Design of columns and beams ( octagon - 2 storey) Timber naman po. Urgently needed. Thank u so much po kung mapagbigyan😍🤩
Sir may I ask if you have any video discussing these calculations including the end rotation omitted in this video? The one with 12*(M1/M2)? Thank you!
Regarding slenderness ratio criteria that you suggested to neglect the effect of the term 12M1/M2 only means two posibilities: either M1 is zero or M2 is infinite in value. Either of the two is not possible as M1 and M2 are related by relative stiffness. If we take M1 value as zero would also mean two things: inexistent moment or infinite relative stiffness which either of the two is also not possible. It is therefore (in my opinion) not meaningful to disregard the effect of the term 12M1/M2. Happy New Year!!!
Sir please make a video paano gagawa ng work schedule with gant chart steps by steps at kung anong mga input na dapat e consider na maging basihan sa pag input ng data using excel. napakalaking tulong po ito sa aming mga bagohan salamat at God bless mabuhay po kayo
Hi Engr. Ask ko lng po 6m x 6m na area for garage, balcony po yung taas at yung kalahati po ay bedroom, okay langg po ba 5 column na 200mm×400mm ang ilagay, 4 sa corner at 1 sa center with 6 pcs 16mm vertical steel rebar each column and 4 pcs ng 16mm for tie beam and 7pcs ng 16mm for beam Sana po mapasin nyo po, thanks in advanced
You did consider the weight of roof W sub R, but why you didn't include the weight of beams at roof and the column supporting them to get the applied load for ground floor column?
sir dapat pala wag ng mag compute ng dead at live load derecho na slender test na lang pero sa tingin ko iyang L=3mx.4x.3 with 6x16mm Lb e pang 3 storey na iyan
Salamat po. Very informative ang topic. Paano po yung pinagawa ko house na 2 storey. Safe po kase nung chineck sa design software (i.e. ETAB) pero hindi pumasa sa slenderness ng column (200 x 400) nung nag manual check ako. Bale nasa 3.5 meters ang height from footing to 2nd floor beam. Hindi ko po kase nalagyan ng tiebeam pero pinalibutan ko po ng wall footing (300 x 450) ang exterior. Malaki po ba effect ng walang tie beam sa mga 2 storey building?
Ganito yan sir, hindi ba pag nag dedesign tayo especially sa column we normally treat it in worst case condition, meaning absolutely no brace at all or "completely independent" But in real life these columns are sandwich by masonry walls (wherein horizontal dowels passes through) this will keep the column braced all through out its entire height. So no worries. Thanks
Sir ask ko lang po sa deadload. Bakit po di sinama ang self weight ng column at bakit po yung consideration ng height at from foundation to bottom ng 2f beam lang po?
You are right, we can always check axial load and that includes weight of column itself, but in my example I just presented other way of doing it especially if it looks critical. Like I mentioned in my video, the safest way of designing column is to investigate its least dimension because that is the weak-axis. Thanks
sir question po may building kmi inistalln ng cctv magandang building di basta2x pagkagawa 9 flor kasama na roof deck high ceiling mga bawat floor. kaya ang tas ng building tignan. ginastosan talaga interior at exterior design. siguro na sa estimate ko parang may sukat na more or less 12m BY 15m ang dimension ng building. napansin ko walang haligi sa gitna lahat ng floor pero sa kabilang side sa gilid ang laki ng haligi kahit 3 k tao di mayayakap yun sa laki. queation atibay b yung building. walang haligi sa gitna eh mataas pa naman. siguro ayaw ng may ari may naka harang.
QUESTION: Sir engr. , Gaya po ng nabanggit niyo na govern madalas and DL at LL pag 3storey residential or below, and pwede ignore na yung Wind load and Earthquake load, ang question ko po ay accepted ba yan na manual computation pag mag submit ka sa building officials or ano-ano po ang coverage ng manual computation sa structural design na isa-submit ng CE sa pinas?? REQUEST: Pwede po mag request ng wind load manual computation din po (gamit ang nscp) gaya nito for your next video, love your contents as always sir, more power pa po and stay healthy :)
I suggest, submit a complete structural analysis (computerise model), then detailed calculation for each structural members. Pwede combined computer analysis plus manual yung design. But if you dont have software for structure pwede naman manual mag model ka nalang ng 2 or 3 critical frame to show those laterals. In my experience mas gusto nang building official manual calculation. I hope that helps. Thanks
Kung ganiyan lang sana pagtuturo sa school, dami na sanang engineer ng Pinas. Kaso nagpipilit ang mga prof na pure english ang lesson at ang hirap sundan..
Hi sir, sana meron din kayong discussion paano gamitin yung interaction diagram sa column design with bending/moment. Godbless and more blessings sir. thank you
Salamat po sa napakadetalyadong pagcompute para sa structural ng column, hingi po sana ako advise kasi plan po namin magpatayo ng 2storey residential 6x6 po ang area with 9 columns, trusses narin ang framing, pede po ba e2ng idea ko kung papasa sa structural code, footing 1.1L x 1.2D 16mm, column 4pcs 16mm at 2pcs 12mm, ties 10mm, tie beam 12mm 6pcs, mabato at matigas po yon lupa, salamat & God Bless!
1.10m (square footing)x 300 mm thick with 5-16mm rebars each way would be sufficient. For column (9units) use, 200x400 with 4pcs-16mm rebars are good too, you are on minimum requirement Do not dig too deep for footing, 1meter is enough sabi mo ma bato naman yung sub grade. Thanks
Sir tanung lng po ako.bkit ung iba pag nag tie beam po doon s baba s halos tabi ng foting..pero ung ginawa s akin..0.6 ang national ground at 1.5m s level ng kalsada po ano po masmatibay s dlwa po sir.
Multi function ang tie beam, it could serve as the ffg; column stiffener (like in my video), ground wall/ chb wall footing, or part of footing system especially if columns are too-far-apart. Sometimes, meron din mga ground floor(g/f) slab designed as suspended slab instead of slab-on-grade, they placed it on top of perimeter tie beam (tb), though it's on the ground but perform as similar to floor beam. In this case you need an intermediate tb to sustain the demand of g/f slab. So, depende sa analysis ng designer, in other words walang mali o tama. Hope that helps, thanks
grabe sulit, busog na busog sa learnings. napaka linaw nang explanation. thank you so much sir.
nag back to old school ang mind ko. salamt po sa free refresher course nyo. hindi ka madamot sir sana pagpalain kapa
Thank you po Engr. Na refresh po ang mind ko... passing po ng board exam 1996... Civil Engineer.
Ang galing Engineer napakalinaw.
Sir since 2017 ako nag u-utube ngayon ko lng nakita ang hinahanap ko, salamat tlaga sa video at idea.
Very well presented. Good job Sir for sharing your knowledge. Keep doing and sharing more videos regarding your actual work experienced and your theory experienced as engineer. More blessing to come.
thanks po ang bait po ninyong nag share❤
Thank Engineer for sharing this discussion.
Wag po Kayung mag sawa mag discuss
Ng engineering topic para marefresh Kami.
I really like the clarity of your Voice and the way you explain the entire lesson.
Godbless💖
Thanks
thank you sir engr. js napakahelpfull ng mga lessons nyo.. Godbless
God bless u more Sir, naging maliwanag ang design at nadadagdagan ang kaalaman,thank you Sir.
Informative, sa school very complicated..dito mabalis maintindihan..Thanks master sir..❤
thank you sir for the impressive and well presented theoretical strl. calculations, may you have more strength and wisdom to shares to others in need...God bless you sir!
Nag back to basic old school ang mind ko. salamt po sa free refresher course hindi ka madamot sir pagpalait kana wa po
Thank you so much po Engineer sa nakapa detailed po na discussion. God bless po and good health po para you can continue sharing your knowledge po :)
Tnx Sir ...magaling af malinaw psliwanag...Sir .puede ang sample naman ay may slab for 3rd floor .marami n kasi nagppgawa ng bahag na ganito ..Tnx again for ur advocacy to teach and share..
Sir highly appreciated your videos. If you have time, Please make a series of tie beams with moments and lateral forces. And separate videos for splicing. Just short videos for each segment.
Good day sir, ano po ang gagamitin ng reduction factor kung
square column po?
Thank you sir, dami ko pong natutunan, God bless po 🙂🙂🙂
Thank you so much engr sa pag eefort po ninyo na magturo at magbahagi po ng inyong kaalaman madami po kayong natutulungan especially sa mga nag aaral pa lng po at para dn po ma refresh
Mas natuto pa ko sa explanation mo sir. kesa sa eskwelahan.
Thank u so much sir klarong klaro..more videos pa sir pra structural design..
Thnks for the refreshment Sir. thumbs up
Hi Sir! Thank you for sharing your knowledge! Malaking tulong po ito saking ngayon kasi meron kaming plates about designing column for 5 storey building
Refresher here. Very helpful. Thank you sa information. ❤️❤️👍👍👏👏👏
Salamat po Sir! Marami po kayong natutulungan.
Hello Sir, thank you very much for the detailed & clear explanation. I got my refresher easily.thank you.
Thank you sir for explaining this topic in a way that is easier to understand. Sir, may video or pwede pong magrequest ng video for designing roof truss. Salamat po.
Salamat sir, klaro ng pagtuturo mo.
Thank you for your effort Sir. This is a helpful refresher.🙏🙏🙏
Ang galing mo po, papanoorin ko po lahat ng video nyu engr.
patuloy nyo lang po pag share ng knowledge sir 👌🏻 nkaka inspire po
galing ng explanation nyo Sir..madali ma sundan..pwd po mag request Sir design ng rectangular column?kasi dito sa KSA kadalasan ginagamit nila 200mm width ng column align sa thickness ng CHB nila...
Thank you very much Engr!!!
Galing mong magpaliwanag sir...salamat po.
Thank you po sir. Please po yung complete procedure naman po ng Design of columns and beams ( octagon - 2 storey) Timber naman po. Urgently needed. Thank u so much po kung mapagbigyan😍🤩
Nice tutorial Sir..np daan lang po pero nag sub na ako...very informative..dami akong napulot sir..God bless po😍😍😍
Thanks
Subscribed Engineer!! Keep it up po!
thank you sir, very informative, isa po ako ret EE
Thank you so much Sir sa napakadetailed na discussion❤❤❤
Impressive. Thank you for this sir engr.
Napakalinaw po at madaling sundan
Salamat sir :)
Sir, what if irregular position po ng column, paano po yun?
Sana sa sunod po ma notice nyo po ito:)
Sige sir try ko gumawa ng various position ng columns in the future, thanks!
@@jsdesign_engineeringtv3633 thanks sir God bless you po❤️
Maraming maraming salamat po sir....😊
thns sir sa lecture, god bless
What about the consideration of effective length factor (k), Sir?
Thank you sir.
God bless always..
More video sir..
Sir may I ask if you have any video discussing these calculations including the end rotation omitted in this video? The one with 12*(M1/M2)?
Thank you!
th-cam.com/video/GPNd3PYrn2I/w-d-xo.htmlsi=56NpjD_b0RA5t7o4
Very clear presentation sir thank you
Solid lagi sir 👌
Thank u engr. 👌👌👌
request tiebeam design sir..🙂
Thank you for the excellent presentation
Thank you very much.
Sir ang loadings po ba na ginamit dito is pwede niyo din gamitin para sa mga steel structure na may suspended slab din?
mukhang iba ata sa NCSP 2015 and load factor? 1.4DL +1.7 LL prior or before NSCP 2015 di ba.
more videos sir,.👍👍👍
Regarding slenderness ratio criteria that you suggested to neglect the effect of the term 12M1/M2 only means two posibilities: either M1 is zero or M2 is infinite in value. Either of the two is not possible as M1 and M2 are related by relative stiffness. If we take M1 value as zero would also mean two things: inexistent moment or infinite relative stiffness which either of the two is also not possible. It is therefore (in my opinion) not meaningful to disregard the effect of the term 12M1/M2. Happy New Year!!!
Thanks for watcing my videos, happy new year too fellow engineer!
@@jsdesign_engineeringtv3633 sir, how do you calculate M1 and M2 without using any softwares?
THANK YOU 💓
Sir bka pwede rn seismic analysis
Sir please make a video paano gagawa ng work schedule with gant chart steps by steps at kung anong mga input na dapat e consider na maging basihan sa pag input ng data using excel. napakalaking tulong po ito sa aming mga bagohan salamat at God bless mabuhay po kayo
Hi Engr. Ask ko lng po 6m x 6m na area for garage, balcony po yung taas at yung kalahati po ay bedroom, okay langg po ba 5 column na 200mm×400mm ang ilagay, 4 sa corner at 1 sa center with 6 pcs 16mm vertical steel rebar each column and 4 pcs ng 16mm for tie beam and 7pcs ng 16mm for beam Sana po mapasin nyo po, thanks in advanced
sir ideal ba 3.5m Lu for commercial bldg? ty
ayos engr. thnks
Sir suggest po next videos design ng beams. :)
ano po occupancy pag commercial building?
Super Boss👏👏👏
NSCP 2001 pa pala yung ginagamit ninyong code Engr. Bakit po hindi NSCP 2015 code na po?
Paano sir kung walang poste sa gitna, Yong span po ay 6m x 3m ano po ang tributary area ang e consider
thank you sir big help
The 3-10mm diameter rebar @50 mm ties are as specified by ACI?
Yes, please check the latest aci 318 there might be some changes. Thanks
You did consider the weight of roof W sub R, but why you didn't include the weight of beams at roof and the column supporting them to get the applied load for ground floor column?
The factor 0.5m3/m2 includes everything. Thanks
Great explanation Sir.
Salamat Sir.
Thank you sir hirap mag compute sa engineering subject tungkol sa design pero pinadali mo sir.🤣🤣🤣
Very helpful engineer.
Wow, just wow. 🎉🎉
thank you sir hapinewyear🙂
sir dapat pala wag ng mag compute ng dead at live load derecho na slender test na lang pero sa tingin ko iyang L=3mx.4x.3 with 6x16mm Lb e pang 3 storey na iyan
sir db po 0.85 for spiral ? then 0.8 for tied?
You maybe right, I will check baka hindi updated reference ko. Thanks
Salamat po God bless
WSD po ba yan sir?thanks
Salamat po. Very informative ang topic. Paano po yung pinagawa ko house na 2 storey. Safe po kase nung chineck sa design software (i.e. ETAB) pero hindi pumasa sa slenderness ng column (200 x 400) nung nag manual check ako. Bale nasa 3.5 meters ang height from footing to 2nd floor beam. Hindi ko po kase nalagyan ng tiebeam pero pinalibutan ko po ng wall footing (300 x 450) ang exterior. Malaki po ba effect ng walang tie beam sa mga 2 storey building?
Ganito yan sir, hindi ba pag nag dedesign tayo especially sa column we normally treat it in worst case condition, meaning absolutely no brace at all or "completely independent"
But in real life these columns are sandwich by masonry walls (wherein horizontal dowels passes through) this will keep the column braced all through out its entire height.
So no worries. Thanks
@@jsdesign_engineeringtv3633 Sir maraming salamat po...naibsan ang worries ko...mas naipapaliwanag nyo nang mabuti ang mga topics.
Okay nman result ni etabs ,, yung spreadsheet halos same result sa Sofwares like RCDC and Etabs
Sir ask ko lang po sa deadload. Bakit po di sinama ang self weight ng column at bakit po yung consideration ng height at from foundation to bottom ng 2f beam lang po?
You are right, we can always check axial load and that includes weight of column itself, but in my example I just presented other way of doing it especially if it looks critical. Like I mentioned in my video, the safest way of designing column is to investigate its least dimension because that is the weak-axis. Thanks
The 1 kN/m in W sub R, is it including the roof sheet?
Yest that is included, metal sheet only not tegula or cement tile roof
Thank you sir
sir question po may building kmi inistalln ng cctv magandang building di basta2x pagkagawa 9 flor kasama na roof deck high ceiling mga bawat floor. kaya ang tas ng building tignan. ginastosan talaga interior at exterior design. siguro na sa estimate ko parang may sukat na more or less 12m BY 15m ang dimension ng building. napansin ko walang haligi sa gitna lahat ng floor pero sa kabilang side sa gilid ang laki ng haligi kahit 3 k tao di mayayakap yun sa laki. queation atibay b yung building. walang haligi sa gitna eh mataas pa naman. siguro ayaw ng may ari may naka harang.
QUESTION: Sir engr. , Gaya po ng nabanggit niyo na govern madalas and DL at LL pag 3storey residential or below, and pwede ignore na yung Wind load and Earthquake load, ang question ko po ay accepted ba yan na manual computation pag mag submit ka sa building officials or ano-ano po ang coverage ng manual computation sa structural design na isa-submit ng CE sa pinas??
REQUEST: Pwede po mag request ng wind load manual computation din po (gamit ang nscp) gaya nito for your next video, love your contents as always sir, more power pa po and stay healthy
:)
I suggest, submit a complete structural analysis (computerise model), then detailed calculation for each structural members.
Pwede combined computer analysis plus manual yung design.
But if you dont have software for structure pwede naman manual mag model ka nalang ng 2 or 3 critical frame to show those laterals.
In my experience mas gusto nang building official manual calculation.
I hope that helps. Thanks
@@jsdesign_engineeringtv3633 maraming thank you po sa kaalaman sir Engr~ God bless po
OBO always ask now the drift check
Kung ganiyan lang sana pagtuturo sa school, dami na sanang engineer ng Pinas. Kaso nagpipilit ang mga prof na pure english ang lesson at ang hirap sundan..
Sir does the 1kn for roof load as provided in the computation of DL, kasama na yung roof beams and ceilings sa top floor? Thnx
No, 1KN is only for the roof frame and sheets, roof beams are included in the 0.5m3/m2 assumption. thanks
@@jsdesign_engineeringtv3633 sir good pm, yung 1kn at .5m3/m2, tinatangap ba yan ng building officials sir? Makikita bato sa NSCP sir? Salamat po.
Hi sir, sana meron din kayong discussion paano gamitin yung interaction diagram sa column design with bending/moment. Godbless and more blessings sir. thank you
Gud day sir, Tanong q lng po qng anong size Ng rebar at ilan piraso pra sa poste sa two story. Thanks
Halimbawa po papalitan natin yung formula ng factored load = 1.4DL + 1.7LL
To = 1.2DL + 1.6LL pwede po ba.?
Yes pwede, always check the latest load combination in nscp, I think 1.4, and 1.7 is old. Thanks
Sir, baka pwedi po sa Beams naman yung manual po.. at tamang pag assign ng Section nya.. thank you sir..
thank you po
Ang galing sir
For the load coputation (4x5)/(8x10) = 0.25 not 0.20 sir. Does this mean 25% dapat?
yes that is correct, but anyway wala naman masyado effect. Thankyou
sir is it 34+ or 34-.. thanks
Salamat po sa napakadetalyadong pagcompute para sa structural ng column, hingi po sana ako advise kasi plan po namin magpatayo ng 2storey residential 6x6 po ang area with 9 columns, trusses narin ang framing, pede po ba e2ng idea ko kung papasa sa structural code, footing 1.1L x 1.2D 16mm, column 4pcs 16mm at 2pcs 12mm, ties 10mm, tie beam 12mm 6pcs, mabato at matigas po yon lupa, salamat & God Bless!
1.10m (square footing)x 300 mm thick with 5-16mm rebars each way would be sufficient.
For column (9units) use, 200x400 with 4pcs-16mm rebars are good too, you are on minimum requirement
Do not dig too deep for footing, 1meter is enough sabi mo ma bato naman yung sub grade. Thanks
Sir tanung lng po ako.bkit ung iba pag nag tie beam po doon s baba s halos tabi ng foting..pero ung ginawa s akin..0.6 ang national ground at 1.5m s level ng kalsada po ano po masmatibay s dlwa po sir.
Multi function ang tie beam, it could serve as the ffg; column stiffener (like in my video), ground wall/ chb wall footing, or part of footing system especially if columns are too-far-apart.
Sometimes, meron din mga ground floor(g/f) slab designed as suspended slab instead of slab-on-grade, they placed it on top of perimeter tie beam (tb), though it's on the ground but perform as similar to floor beam. In this case you need an intermediate tb to sustain the demand of g/f slab.
So, depende sa analysis ng designer, in other words walang mali o tama.
Hope that helps, thanks
@@jsdesign_engineeringtv3633 slamat po sir.
Engr. Yung design requirements po ba ay nag assume lang po kayo?
Bat po hindi nasama sa design ang 2nd to roof na column sir?