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Sir, pwede po bang i welding ang rebar ng tie beam sa I beam?

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11❤১

Sir pareho lang po ba ang strength ng weldable at nonweldable na rebar kung gagamitin mo ito sa pagpapatayo ng bahay wala po ba ito pagkakaiba?

Kung critical po ang shear stress sa column, saan pong H/4 ang maximum shear force? Sa top and bottom H/4 po ba dahil doon masinsin ang lateral ties?

Kung hindi po better ang hook than the straight rebars, dahil posibling mangyari ang concrete cover spalling sa bent bars, pwede po bang lagyan na lang ng ulo ang end ng straight bars na parang pako na may ulo?

Question: kung sakaling 3 storey residential concrete house na may skeletal system of foundation, columns and beams, okay lang po ba na sa 3 floors ay kahoy ang gamit imbis na concrete slab?

Galing po ng vids! Sayang nabitin dito sa slab part 2 hehe

🙌🙌🙌

hello Sir, tanong ko lang sana kung ang 50% splicing, dapat ba nasa kabilang floor ung kabilang 50% (kunwari 1st floor - 2nd floor yung una 50%, then 3rd floor - roof beam yung other 50%)? or pwede naman na nasa 2nd floor lahat ang location, pero naka staggered sila with 600mm/ld distance between sa dalawang 50% splicing ng rebars

Very good explaination.

I understand it very clear your explanation sir. Thank you for sharing to us your lnowledge in engineering. May i know also where is your office sir para makapagtanpng ako sir

pls what is this language ? half english and half of what?

Try nyo po stairs sana medyo technical din sya kung gusto Gawin Ng Tama e

sir may questions po ako sana mapansin. 1. pag may tie or grade beam po ba, sa top of these beams po ba ang construction joint? then from the top of these beams to bottom of roof beam dito po ba kukunin ang H/4? 2. or kahit may tie or grade beam is from top of footing to bott. of roof beam po kukunin ang H/4? 3. or walang cold joint sa tie or grade beam?

Hindi po ba 2/3 h ang buhos ng column ?

meron po ba dapat ilagay na chemical sa construction joints, bago magbuhos ng bago/next? salamat po

Thankyou engr! may part na po ba nito

Ano b pwde n kapal ng cmento sa footing ng bungalow

hello po question lang.. ano po magiging bearing kung yung poste namin ang nakadesign is 8 na 16mm vertical bars pero ang nagawa is 4 na 16mm and 4 na 12mm bars? 2 storey residential po.. sabi po kasi sa vid nyo is 6 na 16mm lang ang minimum na kailangan.. pwede po bang 4 na 16mm and 4 na 12mm? Salamat po

Panu susukatin ang cu. m? Diba applicable halimbawa, Sa 23:02 23 bags of cement + 46 cu.ft of sand + 92 cu.ft of gravel gamit yung pantakal na ginawa at 1:2:4 kanina No idea talaga ako kaya interested ako sa panonood at pagkatuto. Wala din ako idea ganu kadami mga yan. Possible ba na macompute din yung cu.meter naman in terms of ilang truck or size ng truck ipapadeliver na sand at gravel? Maraming salamat po. Sana mapansin

good day engr. for thesis po ito, ano po cement/sand ratio pag by weight po (4" non load bearing CHB)? ito po kasi advise as amin po ng research adviser. thank you po.

Sir ask ko lang po . kung ano po ang size ng beam for 4 storey building. Thankyou po

Wow 😂 good Job PC

See kulang Dina pahulogan ang bakal na tumusok nyo sa lupa😂😂😂

Wow good job 😊

Wow Nice move😂

Idol ok lng ba na sumobra sa 3m ung distance ng poste ng bahay.sana masagot mo Po Salamat po

BOSS GAWA KA NAMAN SA STEEL MEMBERS SALAMAT PO SA INFORMATIVE VIDEOS

BOSS GAWA KA NAMAN SA STEEL I BEAMS .. SALAMAT PO SA INFORMATIVE VIDEOS

Isa ito sa pina detailed at beat infos. Thank you sir.

MALI UN MINIMUM NA 50MM NA CLEAR SPACING NG REBAR... 250MM ANG MINIMUM...

saan po yung part 2

Para sa 24 square meters third floor ilan ilan cubic po yung lalim

Thanks for info idol

Taga tabuk ka ba engr?

Sir ilan meters po dapat yung hukay ng foundation ng bagong tambak? nasa 1.2meter po ang naitambak. pero nacompact na po sya. Bungalow house lang po

Good day Sir. paano po pag hinabol lng ang paglagay po ng tiebeam paano po ito patibayin.. two stories po kasi.thanks po sa sagot

So dapat siguro at mas matibay kung ang buttom bar sa point of inflection ay walang putol At base sa drawing mo kulang ang stirups mo sa dugtungan ng top bar at yung buttom bar.

Ano po mangyayari sa footing kung nalagyan ng hook ang hindi na pala kailangan po lagyan?

Good day Sir Grouting tie beam for two stories building is strength for earthquake.?

when to use 90° or 180° hook? Can I use either as long as the minimum concrete covers are satisfied (e.g. bot, side, top?)

do people use 180° hook instead of 90° because there isn't enough top cover?

salamat po sa Dios sa inyong pagbabahagi ng kaalaman.. gantihin nawa ng Panginoon ang iyong kabutihan 🫶

Hi. I was wondering what is the standard size for beams for a single story residential structure in pampanga? I see that it is 16 mm because of earthquakes but they build my house with 12mm on the beams.

Hi. Can i ask what is the regulation for beams in a single story residential structure? I was told it was 16mm for beams because of earthquakes. My house was built with 12 mm only. Thank You.

Hi. Can i ask what is the regulation for beams in a single story residential structure? I was told it was 16mm for beams because of earthquakes. My house was built with 12 mm only. Thank You.

Hello po. Can i ask what is the regulation for beams in a single story residential structure? I was told it was 16mm for beams because of earthquakes. My house was built with 12 mm only. Thank You.

Hello po sir. Tanong lang po. Lahat po ba ng beam ay may cut bar o yung sa floor beam lang po to suport the floor slab?. Kasi di ba po lahat ng poste ay lalagyan ng beam palibot lahat po ba yun may cut bar?. Maraming salamat po

thank you po ,