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pano po ba if mayroong parapet nakatago ung purlins and truss sa parapet?

Thanks sa video. Learned a lot.

much better Sir engr nagdiscuss ka ng allowable bearing capacity on rock kahit reference mo J. bowles. pero good job pa din sa presentation. good for new engineers.

pero in reality hindi tayo nag sasaw cutting ng rock para maging flat yung paglalatagan ng footing.

re steel decking - do we steel need to pour concrete over it? pwede ba floor panels agad?

Paano po nakuha yung computation na 2.50 thicknesssa number 2 nalito po ako.salamat po sa magreply

paano mu kinuha ang Ft (capacity ng anchor bolt) esp A307 Bolt ?

Good Afternoon po, pwede po ba makahingi ng ACI coefficient table?? Thank you po!!✨

Thank you sir another helpful video sir

Can you make your videos in English 😅

Post-tensioned flat slab naman po 🥰

Thank you po Sir, ask ko lang po how about po consideration of live loads at partitions weight.

Dun po sa Revision ng MR, bakit di na po kasama yung Col. and Wall?

Parang may mali Engr. kasi ang laman ng tank mo ay Fluid (tubig). Di mo kinonsider na ang pressure exerted by the fluid inside the tank is varying (which is zero at the fluid surface at maximum at the bottom). Kaya tingin ko medyo sablay analysis mo. Cge nga explain mo, sagutin mo yung tanong ko. Saka sa bottom surface ng DOME nagvavary din yan, mula sa interface ng vertical wall at ng dome hanggang doon sa pinaka bottom ng DOME. Paki explain nga cge nga ENGR..

Thank you for this video Sir. It was very helpful.

Good evening po sir. Paano naman po kung ang target strength ay 60MPa? Thank you po.

Galing mo po sir!!! Thank you po 🥰

Salamat sir!!

Good day sir, clarification lang po..youg paglagay mo sa grade beam diba dapat nasa slab level yon hindi naka patong sa footing base sa drawing mo tama po ba sir? maraming salamat.

engineer ano po dapat gawin at paano ko po iatatayo bahay ko sa kasi na bili kong lupa may malaking bato halos boung area ai isang malaking bato. 40sqm lang naman.

Pwde pa po bang humingi nung template sir?

sir ano po yung F.S doon sa formula. thank you po

Sir common na ginagamit na 2x6 na tubular hallow section ang ginagamit na beam ang joist sa pilipinas. Baka pwede nyo kami mabigyan ng sample computation ng ganitong case. Salamat

Sir I have a doubt in this video u r showing fixed end continuous beam diagram not same as part 1 of this series videos why u r missing one span sir I don’t understand plz explain

kung ang guro ganito since HS malamang nag engineer na lang din ako. salamat po

Thank you very much Sir & God bless, for sharing your construction expertise.

Engr. Tanong ko lang po... pwede kaya ang I-beam gawing column at d na gagamit nga base plate ipakain lang sa buhos nang pedestal? 1 storey lang po gagawin.

Sir inaantay ko po ung katuloy ng design of multi story parking buulding with impact live loads...hehe

Waiting for other vids...😊

thank you po

Sir pwedi maka hingi ng template niyan? Tnks

hello po sir, very informative,, sir pwede po ba makahinge ng template po,, thank you in advance po

THanks SIr.... big help po...

Nice one sir. Keep uploading

Thanks

Thank you sir

Thanks I've learned a lot about this topic

❤

Good day po Sir! It was interesting and very informative. Would you mind sharing the Excel spreadsheet sir used in the said video? Thank you po.

Ok nman nyan sa 2x3 na c- purlins....how about sa 2x4 at 2x6 ???? At dapat e- actual para makita mo kung anu ang mangyayari sayo sa taas ng steel strusses kapag e- apply mo yan sir.....

Sir ask ko lang saan kaya banda sa NSCP 2015 yung computation for development length LD

sir pano po nakuha yung 6 dun sa *314*fy? thank you and more power!

Sir ask ko lang yung tension na 781 kN saan po galing yun ? Nasolve gamit yung moment ?

t.y. very explaining

Ano po yung book na gamit niyo? Thank you po

Ganda nito. Salamat!

Can Sir include the subtitle for English? Thanks.

Hindi ko magets po sir bakit naging 62000 diba po percentage ng qty times relative weight times contract ammount ( 52%x3%x120000)= 1872?

Bigyan mu ko copy Yan js

Good morning po Engineer, saan niyo po nakuha yung 0.005 na steel ratio, thanks