This video will guide you to a step-by-step design of structural steel beam. It also covers detailing of beam to column connection such as brackets, bolts and beam stiffeners.
I started my career in the construction and now after 2 years, I ventured on design. Great help po talaga videos nyo sir narefresh ko agad yung mga concepts ng design! Hats off po!
Walang nasasayang na oras sa tuwing pinapanood ko ang mga video mo sir! Please keep on uploading! Marami po kayong natutulungan. Hopefully, makagawa din po kayo ng video about Steel Column. Thank you very much!
Thank sir for the nice presentation and topic.. Question Lang sir about sa location shear plane ng Bracket do we still need to check the angle bar capacity at the location of the weakest point due to opening of holes( 250mm - (16+2)) = 214 mm thank sir And God bless.
Sir pwede ho ba kayong gumawa ng isa pang load calculation yung may chb wall na kasama? like at C2 and C3 na column.Meron ho isang video mo pero at C1 lng at walang cbh wall involved.
Magandang buhay po engr.. sir, baka pwd pong humingi ng advice kung anong specs po ng ibeam ang dapat gamitin sa planu ko pong project 2nd floor po. 6mtr x 4mtr po agwat sa bawat poste po kc.. bali 6mtr x 8mtr po ang total area po. sa taas po wala dalawang cr lang ang gagamitan ng CHB. the rest po eh wall cladding na.slmat po.. more power!😊
Hi Engr.. Pwede magtanong... Pano po pag ganya ang design simply supported pero pag dating sa site is.. bolted at welded kasama ang flange ?may nakita ako pag ganon is moment connection na or fixed supported na ang connection. Follow up question.. If kung weld or bolt ba ang boung section ng I beam or H beam.. sa pagkuha nang moment wl^2/12 po ba yung sa fixed connection?
Good dy Engr. It seems that your computations in bracket and plates are based on your perspective and experience as a designer/engr, acceptable po ba yan sa exams or base po ba yan sa code? Thanks po. More videos pa sana. Yon pong 4 series niyo ng steel truss design, sana po ay may kasunod on how to design the diagonal and vertical members ng truss. Thanks again.
You are absolutely right. However, codes are changing or updating frequently but not the theory and the actual experience. What I am sharing is for someone who believes in the theory and what has been proven in real life, if anyone is about to take the board examination, I suggest that they should learn first what it says in the book and the latest code. Goodluck fellow! Thanks
There is no single reference I just wrote down important formulas in my notes from various books. About structural aluminum, the approach is the same as steel you just need to determine yield strength of such material and analyze its resistance by getting moment-of-inertia of such section to be designed. Let me see if I can make one in the future. Please stay tune to my channel. Thanks
Normally it depends on the column to column distance, seldom by building height. But generally, just to give you a tentative idea, size plays around 150mmx400mm or 200x350 I-beam(unit wt. ranges from 26 - 32kg/m) for a 4mx4m slab panel. I hope that gives you a tentative information. Thanks for watching!
Clear and easy to understand. Way way intelligible than in the classroom setting. 👍👏
Or in one word I should say . . . DEMYSTIFIED version.
Panalo to sir, nanunumbalik yung college days ko :) thank you for this!
Sir , malinaw at nakapagtuturo. Sana po steel column naman sa susunod. Thanks po
Practical and easy to understand explanation. Keep it up sir. More topics on steel design please
Thank you for sharing, very informative po
I started my career in the construction and now after 2 years, I ventured on design. Great help po talaga videos nyo sir narefresh ko agad yung mga concepts ng design! Hats off po!
Walang nasasayang na oras sa tuwing pinapanood ko ang mga video mo sir! Please keep on uploading! Marami po kayong natutulungan. Hopefully, makagawa din po kayo ng video about Steel Column. Thank you very much!
Sure, I will make one soon. Thanks
Galing❤
Good day, thank you for these, hope to see some design examples using angle bars for small bridges
Thank you po sir. Big help po ito sa akin😊
The best tutorial. God bless you Sir! :)
Thank you Sir.
Great practical approach.
thank you sir..
thank you so much sir!
Thank you sir!
Thank you sir
Sir pwd ba gamitin steel beam ang tubular 2x6x20 sa distance ng post na 18ft. Bubong lang ang papasanin
thank you sa info sir..kapag welded nmn po? yung gagamitin sa connection
Thank sir for the nice presentation and topic.. Question Lang sir about sa location shear plane ng Bracket do we still need to check the angle bar capacity at the location of the weakest point due to opening of holes( 250mm - (16+2)) = 214 mm thank sir And God bless.
Sure you can check net section of angle bracket just to make sure that there is no point of failure. Thanks
Gudam sir paano po e design ang rafter gamit steel i-beam.salamat po
Sir pwede ho ba kayong gumawa ng isa pang load calculation yung may chb wall na kasama? like at C2 and C3 na column.Meron ho isang video mo pero at C1 lng at walang cbh wall involved.
Sir JS, meron kaba video design ng swimming pool reinforcement and concrete wall thickness! Thnks and more power
Please watch "Application of Buoyancy force" related yan sa swimming pool, however its not a complete design but a good start on how to do it. Thanks
Gud Pm engr. Ano po ang ilalagay sa ilalim ng baseplate na nakapatong po sa pedestal column para kumapit ang baseplate?
Non shrink grout nilalagay sa gap between baseplate and concrete pedestal. Thanks
Thank you po sir
Paano kung welding po sir? Ganon din po ba ang process ng computation niya po ng stiffiner?
Hello Po Sir baka Po makagawa kau Ng video na steel column design with load computation salamat Po Sir
Magandang buhay po engr.. sir, baka pwd pong humingi ng advice kung anong specs po ng ibeam ang dapat gamitin sa planu ko pong project 2nd floor po. 6mtr x 4mtr po agwat sa bawat poste po kc.. bali 6mtr x 8mtr po ang total area po. sa taas po wala dalawang cr lang ang gagamitan ng CHB. the rest po eh wall cladding na.slmat po.. more power!😊
Hi Engr.. Pwede magtanong... Pano po pag ganya ang design simply supported pero pag dating sa site is.. bolted at welded kasama ang flange ?may nakita ako pag ganon is moment connection na or fixed supported na ang connection.
Follow up question.. If kung weld or bolt ba ang boung section ng I beam or H beam.. sa pagkuha nang moment wl^2/12 po ba yung sa fixed connection?
That's fine, If you analyze it as simply supported you are in a safe size. WL^2/8 > WL2/12
@@jsdesign_engineeringtv3633 Pwede ko rin ba gamitin ang fixed wl^2/12 para mkakuha ng smaller section?
just wanna ask, what code did you used, ASD? LRFD? and how about check bolt to column?
Hello po, pano po kya ang connection sa support pag RC column? Tapos dun sa beam may nkakabit pa sa gita na intermediate I beam kabilaan.
Sir paano kunen yung Weight ng beam?
Sir tanong lang po . Pano po kaya kung Double channel ang gagamitin . Parehas lang po ba ng computation ?
Good dy Engr. It seems that your computations in bracket and plates are based on your perspective and experience as a designer/engr, acceptable po ba yan sa exams or base po ba yan sa code? Thanks po. More videos pa sana. Yon pong 4 series niyo ng steel truss design, sana po ay may kasunod on how to design the diagonal and vertical members ng truss. Thanks again.
You are absolutely right.
However, codes are changing or updating frequently but not the theory and the actual experience. What I am sharing is for someone who believes in the theory and what has been proven in real life, if anyone is about to take the board examination, I suggest that they should learn first what it says in the book and the latest code. Goodluck fellow!
Thanks
sir how about the splicing plate of the beam? how's the computation for that? is it the same with the stiffener plate?
ENGR. San po ba Pwede ma download Yung table po para may reference Kami sa cross section designs po.
Thanks
Hello Sir, Good day, ask ko lng po saan pwede mkpg download ng reference table po ninyo sa steel, base plate at bolt. Thank you
That is ASEP steel manual. Thanks
Thank you po Sir JS
Sir Tanong lang pano magkuha preliminary sizes ng Beam, Column at Slabs? may tutorial na po ba kayo?
Yung slab perimeter/180
For beam L/12
Column minimum 250x300 please watch my video column design. Thanks
anong book po ang gamit ninyo sir for structural steel reference? at baka pwede din po kayo gumawa ng beam design for structural aluminum po. salamat
There is no single reference I just wrote down important formulas in my notes from various books. About structural aluminum, the approach is the same as steel you just need to determine yield strength of such material and analyze its resistance by getting moment-of-inertia of such section to be designed. Let me see if I can make one in the future.
Please stay tune to my channel. Thanks
Sir anu ba dapat size nang i beam pra sa 3storey haws..
Normally it depends on the column to column distance, seldom by building height.
But generally, just to give you a tentative idea, size plays around 150mmx400mm or 200x350 I-beam(unit wt. ranges from 26 - 32kg/m) for a 4mx4m slab panel.
I hope that gives you a tentative information. Thanks for watching!
Thnk u sa sagot u sir..anyway yng size kc nang bahay sir..12ft by 26ft lang po..
@@kasimplytv9203 In that case you can use the lightest I-beam I would say 150x300
mraming slamat sir.
sir can i ask po what book po yung gamit nyo?
asep steel handbook
@@jsdesign_engineeringtv3633 Thank you po sir 🙏🏻
Anu yung Chart mo sir sa Section? Thank you
Nscp steel manual
Sorry, I mean ASEP STEEL HANDBOOK
Can you give me a copy of a table sir?
thank you sir