How to Design Building Footing - My shortcut approach (Paano mag design ng building footing?)
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- Опубліковано 15 вер 2024
- This video will guide you on how to calculate the size of footing using the preliminary approach, a very quick and easy reference for low-rise buildings.
Sir,
It is understood from your video that you have adopted 15KN/m^2 per floor. If we adopt column load= No. Of floor xtributary areax load/m^2 for internal column 3x(5x4.5)x15kn/m^2=1012.5Kn.For calculating load for foundation we normally take 16 KN/m^2 for residential, 17KN/m^2 for educational building, 18KN/m^2 for Institutional building, 20 KN/m^2 for commercial/assembly building, 22 KN/m^2 for industrial building as load/m^2 per floor and for roof you can consider 10 to 12 KN/m^2.
If we consider residential building as per this total load= 2x16+12=44KN/m^2 and foundation load for internal column will be (5x4.5) x 44= 990 KN/m^2. This is for information please.
Thank You, Sir!
Saan niyo po nakuha ang 7 pcs. na 20mm?salamat sir
Paano kukunin ang F2 at F3 sir, pls.
Nice video sana mag patuloy lang blog nyo for others na gustong ma refresh ang design calculation.
this is what we call, theory with experience. very informative video sir! dami ko natutunan :) thank you.
The most underrated channel. Advice lang po para mapansin video mo sa ibang pinoy. Tagalog title para malaman nila
Noted. Thanks for the advise
This is the best video tutorial so far. Very clear and precise. More videos to come po sana para sa mga starters at mag rereview ng gustong bumalik sa pagdesign. More power Sir!
Hello...AYOS...SIR...ENGR...NA REFRESH na naman me regarding your VIDEO...SANA CONTINUES nyo lng VLOG nyo.... SIR...Long LIVE forever...GOD BLESS us all.
Great tutorial Engr. Very very impressive and clear guidance of designing structure
Malaking tulong itkng mga videos mo. Retired civil engineer dating nagtrabaho ng construction company sa Manila. Sa work ko hindi ko nagawa ang structural design computation. Kaya ngayon inaaral ko ulit . Malaking tulong ang mga videos mo. Maraming salamat.
I appreciate your approach to focus on the theoretical. Anyway the codes are there to refer to to anytime plus it is a way to double check the design softwares. This is also a review for us "old" CE's who has not focused too much on design for many years.
Thanks po.
A total review po talaga ito. CE batch 86 po ako.
Sir thanks for your very interesting and useful information regarding the design of buildings
Gusto ko matutunan ang mga ibat ibang technical details ng ganitong work kasi pag alam ang mga basic theory madali na lang sa actual kasi mababasa mo ng mabilis ang plan. New subs sir 👍🏼👍🏼👍🏼 thanks for this information. Malaking tulong sa mga naghahanap ng dagdag kaalaman. 💯
Maraming salamat sir s pagshare ng knowledge nyu. More videos pa sa designing ng residential
Thank you sa tutorial po, very helpful po
Thank you sir.. Dati while nag review ako sa board exam kaya nandito ako, ngayon nandito na naman para sa more learning sa profession natin.. ♡♡
Thank you sir very impormative and excellent at malaki na po ang maitulong sa amin ito.. God bless!
Ang linaw ng pagka paliwanag! Very nice!!!! More power to your channel!
Thank you sir sa video nyo marami akung na recall.
Thank you sir!
Very helpful and informative
Waiting for more videos
Thank you sir for the tutorial. I hope you also post a lecture video in designing an eccentric footing specially side footing.
Very useful. Thank you. Keep making videos.
Galing Sir very simple and clear. hopefully slab and beam computation and design next vid
Thank you so much, please continue sharing your knowledge.
Sir lagi ko po kayo sinusubaybayan napaka dali kasi intindihin ang mga explanation ninyo.. bka naman po sir pwede gawa din kayo ng video kung pano maggawa ng maxwell diagram ng truss design 😃😃 very helpful po💪💪
Thanks so much po mas naiintindihan ko po video nyo kesa sa iba well detailed..
Yes maganda yan engr boti naisipan mo mag blog ng ganyan marami kang matulongan mga civil engineering students at sino mag nais matutu sana magkaron ng batas Ang will experience civil works at ma certified ng bawat civil engineer ay pwede mag exam as category junior civil engineering malaliking bagay sa hindi nakatapos ng engg mga contractor ay magkaron ng ethics.
Thanks so much engr.. Keep it up God bless
Yes sir interested poh sa hand outs for reference.. thanks
Hi, Sir. Thank you so much for this! Very useful and madali maintindihan. By the way, Sir, interested po ako sa tabulation for quick reference na nabanggit nyo po. Salamat so much!
@@janetluceno1082 Send your request to JSDesign fb. Thanks for watching!
excellent sirr, very informative tysm
Hi po. 2yrs na tong video na to pero napaka useful po. New subscriber po ako. Magrequest po sana ako ng copy ng table nabanggit nyo po sa video na to. Maraming salamt po and more power po Sir.
Hanep to sir ah! Especially sa trabaho ko dito sa KSA na nagbibid ng mabilisan tapos LSTK na Project eh kailangan ng mabilisang Quantification ng Structural Requirements. More Powers Sir and God Bless!
you’re a genius
Sir please gawa po kayu ng design ng eccentric footing..ang galing niyo po magturo..
Sir include nyo po next time, yong mga gnitong quick calculation ng roof, trusses, slabs,beams and column po. More Power po!..
Noted. Thanks for the suggestion
Very informative boss. Thanks
Isa ako sa tagahanga at laging nakaabang sa inyo sir. Pwede po ako makahingi ng copy sir.
Sige po share ko sa inyo. Thanks
Please LIKE my FB page -JSDESIGN ENGINEERING TV and send me a message from there yung email mo to send the excel file nito. Thanks.
This is very informative sir. Halos malapit ko ng mapanuod lahat ng videos nyo po ❤😊 Still struggling to design a warehouse pa din 😢
very nice sir... more video pa sir. thumbs up sir. salamat po
Thanks sir,it helps a lot...👏👏
I love you 😍 ❤
very supportive content.
informative and excellent presentation. Thank you
Very informative and I'm your follower on UA-cam
sir marami ako natutunan sayo.. i am proud with you sir..
Tq... Sir for the classes to we all
Thank you sir, you're channel has been really useful saken especially dahil kakastart ko lang sa field. More power and God bless!!
Thank you po sir engr.
Very informative Engr. I just ask why the partition load, weight of the columns and live loads are not included?
More power to your channel Sir! God bless.
uy pre nandito ka rin hahahaha nagawi rin ako ditey ahahahaha
More power sir the best yung may mga ganitong knowledge at strategy na binabahagi mo sa design.More videos on design sir ng building structure ( column, beam , slab at roof trusses)🙏🙏🙏
Salamat sir...idol ko kayo.. from pangasinan
Very good explanation thank you
Maraming matutunan sa mga videos mo.Thank you sir!
Thanks for Sharing Sir
Salamat sa video sir. Interested po aku sa copy nyu for reference. God bless po
Sige po pm nyo lang sa fb page ko email address nyo thanks
Thank you so much sir! Godbless u
Iyong SBC na 150kPa ay pwedeng mai-apply sa sandy area. Kasi sa lugar po namin, maghukay ka lng ng -1 meter, sandy na po sya. Thank you po
Thank you for this video sir !., Very informative !!
Baka po pwede po mka hingi ng quick calculation niyo po sir sa footing design .Slamat po sir . God bless!
Pano nyo po nakuha yong 2.50m sa 1,012Kn/ 150kN/m2. sir.
napakalaking tulong po engr.sana po meron din na short cut approach sa calculations ng structural two storey mga residential na pwedeng ipasa sa munisipyo.overview na rin para matutunan.thanx
Try po natin gumawa ng design series from footing to roof framing. Stay tune to my channel thanks
Up
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Maraming salamat sir! Ayos to sir pang mabilisan! Baka pwede po makahingi ng copy sir.
Sige po share ko sa inyo, thanks
@@jsdesign_engineeringtv3633 thank you po sir! eto po email add ko sir! edmaestrejr@gmail.com
Sir, I like the way you present it. Pa share Naman po ng experience and principle nyo sa serviceability limit.
Basically, servicibilty limit refers to the point where rebars in a tensile zone starts to yield. An indication where the neutral axis separating compression and tensile zone starts to move toward compression zone which will tend to destroy concrete by crushing.
If you remember, ACI Code established a numerical strain value of 0.003 deformation in order to safeguard concrete zone in crushing.
Dyan ka mag start mag compute ng steel deformation para ma design mo yung required depth ng beam (for singly reinforced beam).
I hope that reminds you the fundamental theory of flexure design as well. Thanks
Sobrang galing sir. 👏
Keep up the good job Sir!
Galing boss..waiting more videos..interested aq Sir
Thank you sir
Hi Engr.Thnak you for this very informative lecture on how to design footings. My question is: About the total number of units, Is there no problem, if the total number of units has a decimal point, example, 10.5? I mean the number of units are not a whole numbers? Thnak you for answering my query. God bless.
Number of units means required as per your calculation, you need to round-it-off to the next higher number. Thanks
Thank you Sir. Very Informative.
Thank you so much sir
phingi po sir ng kopya sa computation. Maraming slamat at God bless you more.
Hi po Engr., Much appreciated po yung contents niyo. Meron po ba kayong content for analysis of foundation if sufficient po yung designed strength nung footing versus the required strength? Thank you so much po in advance and God bless!
Yes sir I like your explanation
Ang astig po ng channel na ito para sa mga engineer na katulad ko na nagsisimula pa lang. More power po sa inyo wag po kayong magsasawa mag post at mag share ng knowledge sa iba. God bless po!
Sir, good day, may tanung lang ako, how about the total weight of rebars?
Thanks for this informative direct design method very useful.
New channel subscriber here. Thank you for sharing your technical knowledge sir! Ang linaw ng explanation ninyo.
very helpful sir thanks
Paano po mag avail sa iyong quick reference? Bagong subscriber po ako 😁 at talagang napapahanga ako in the way you teach, very clear and concise po. Currently studying arki at interesado po ako sa topic
Sure, let me know your email and I'll send you a copy. Thanks
The best topic
im not an engr, i hate math. pero i did calculation on 9m x 10m, 6 footings, 3 storey..
di siya lumayo sa example ni engr. salamat sau sir... at least handa nako sa gagastusin if ever...
i hope mag continue tong topic na to into column, beam slab design.
more power sa channel mo sir.
Very informative sir..
Very informative 💯
New subs here po sir. Thankyou for this unique technique 😊
salamat po meron ako natutunan sayo,
Very clear sir!pls post more.
sir more on structural design please
Hello po., sir pwede nio din po ba gawan ng video ung about dun sa 0.5m^3/m^2 ., para sa computation ng concrete., salamat po
Nice explanation, Sir. However, I am wondering why there is no mention about live load and possible wind and seismic load. Thank you.
Yeah, in reality the live load and lateral loads must be included in the design of the foundation considering the allowable 33% increased in soil bearing capacity. However, I think it was stated in the last part of the video that this tutorial is only for preliminary design; that he can provide detailed computation for the whole design.
Sir question po, doon po sa required dimension (sqr footing)
Nag sqrroot po ba kayo sa result? Kasi if sqr root po nasa 2.6m po, nag round down po ba kayo?
Thank you po.
Dami ko po natutunan dito sir.
Yes you need to extract the root. Thanks
Ser salamat po. Di ako nag skip ng ads. Tanong ko lang po ano pong libro ang ma isusugest nyo tungkol sa pag compute ng structural design. Salamat po
Thanks po
Interested po sir sa approach niyo..please provide me the tabulation you are using for determining the preliminary calculations for footing dimensions base on area of bldg.hank you and more power!
Please pm your email to my fb page. Thanks
Sir Thanks for the technique. Simple and concise. How about if using a metal roofing not a roof deck. What is the standard total roofing dead load per sq. m shall we consider. excluding the weight of the roofing beams.. Thanks...
Please stay tune to this channel there is a video that will show more details about it. Thanks
may i know if the video has been uploaded. what is the title ..thanks..
It will be uploaded on Sept 30
Highly waiting for that. Thanks a lot. You're Gods answer to us🙏
Good day, constant po ba ung 6% of reaction dun sa pag solve ng thickness? Thank you, Sir
Sir question lang po. Piano nag arrived yun 2.5m sa 1012 over 150. More blessing. Salamat po.
Extract mo sq root
Salamat eng'r
Sir saan po nakuha Yung 6percent factor sa reaction? 🙏
good day sir. pwede po magrequest ng pdf fle ng footing design. thanks po and more power.
sr thank you po and pwede po makahingi ng reference nyo salamt sa mga baguhan na katulad ko na c.e. malaking tulong po
sir, yong finishing load na 3kn/m2, kasali ba ang walling chb at tapping per storey
Good day sir.very helpful po sa bawat isa po sir.sir pwede po makahingi ng copy ng tabulated po.maraming salamat sir.Keep on sharing your knowledge sir.God bless you always sir.
Sure, pm mo sa fb page ko(same name with my yt) email address mo I'll send you a copy
I hope macover niyo din po yung computations sa footing tie beam
Tanong lng po Sir, designing RC beam for 4 storey. Using the loading by tributary area means complete or tptal load is it the design beam is applicable to all floors? or individual design its floor? Thanks po Larry
Thank you sir ❤️ God bless po
Sir good day...nagka interest ako nang engineering kahit akoy Isang accountant....may tanung Po ako sa topic nyo tungkol sa HOW TO DESIGN BUILDING FOOTING....PAANO MO NAKUHA PO ANG 2.5mtrs Ang dimension nang footing? Sinunod ko Yung formula mo Ang lumalabas sa akin Hindi 2.5mtrs... pls explain Po..hihintay Po ako...ako Po si Reynaldo Vasaylaje..palaging sumusunod sa iyong mga topics..
Yung value na nakuha mo you need to extract radical sign (square root yan). Sorry to confuse you, hindi ko na illustrate sa video. Thanks