Thank you Sir para sa dagdag kaalaman. God Bless po.
@gracepacilan8839
2 жыл бұрын
excuse po. mejo nalilito po ako. pano po naging Vu=257025? kasi po ang lumalabas po na computation sakin ay Vu=[(298000)(4000-500)]/(4000)=260750N po. pasensya na po sa abala. thanks po engr.
@noelsy764
2 жыл бұрын
Salamat po Sir marami akong natutunan saiyong mga lecture tungkol sa mga Construction methods maraming SALAMAT po Godbless po and Stay Safe
@bluekryptonite6884
3 жыл бұрын
Naku sir andami ko nanamang natutunan sayo. Maraming salamat sa video na ito! Dagdag knowledge!
@rrrx689
3 жыл бұрын
Brilliant! Another very informative ideas in design. Keep it up sir! More videos on design please!
@joelparas189
3 жыл бұрын
Thank you for sharing sir. God bless!
@Engr.OyoboinkTV
3 жыл бұрын
thanks for sharing your knowledge sir!!!
@pepitotaloloto8685
24 күн бұрын
❤❤❤
@vwssijohnchristopherbaquin7210
3 жыл бұрын
supporter here :)
@victornogra3184
3 жыл бұрын
thanks sir...sir pa request po shear wall design..
@rosariocastillo4099
2 жыл бұрын
Thank u..ano po ang magiging effect if yung main beam na idesign ay lagyan ng stiffener beam sa gitna nito? Salamat po
@cnm3941
Жыл бұрын
Pakidiscuss din po different bend ng stirrup, tnx po
@charliebriones9789
3 жыл бұрын
Engineer ask ko lang if pwedeng mag dagdag ng stirrup kung 2 legged lang ang design sa plano for 12 pcs na 16mm for 40x40 column. Pwedeng gawin 4 legged stirrup po ito or safe na po yung 2 legged?
@jsdesign_engineeringtv3633
3 жыл бұрын
You mean number of sets of column ties? As far as I remember, vertical bars should be tied not more than 150mm apart. If you have 12 ver. bars for a sq 400x400mm sq column. I suggest use 3-sets. In other words, 1-400x400, 2-100x400, but of course its not an accurate dimension you have to deduct concrete cover.
@lancelot5891
2 жыл бұрын
Sir pano yung sa design, yung ma 1@50, 2@100, rest @ 200 o.c. Since max shear natin is malapit sa face ng support, pero pano po yun kasi ang lumalabas lang sa staad is constant na 12-10mm o.c. Lahat lahat na.
@jsdesign_engineeringtv3633
2 жыл бұрын
Check mo yung rebar assignment sa staad dapat secondary grade lang for stirrup
@lancelot5891
2 жыл бұрын
@@jsdesign_engineeringtv3633pag na change ko na po yun. Mag auto spacing na sya ng 1@50 4@100 the rest 150 ganun po? Kasi isang spacing lang all throughout ang I binibigay nya sa design
@jsdesign_engineeringtv3633
2 жыл бұрын
Yan na yung default sa program, but if you are curious you can always check it manually and do wherever you can save cost. Thanks
@temujinakim9606
2 жыл бұрын
Sir ok na sana ang explaination mo kaso lng hindi klaro ang writing.Mahirap isulat ang solution sana magawan mo ng paraan.
@jsdesign_engineeringtv3633
2 жыл бұрын
Sorry about that, I will try to improve my hand writing next time, thankyou for your comment
@temujinakim9606
2 жыл бұрын
@@jsdesign_engineeringtv3633 No problem about your writing sir, but the light.You have to make it brighter.And just one question sir, what is the unit weight of chb wall per runnig meter?thank you and god bless.
@jsdesign_engineeringtv3633
2 жыл бұрын
650kg/m (100thk), 970kg/m (150thk), For a height of 2.70m. I hope that helps
@temujinakim9606
2 жыл бұрын
Thank you sir for your reply, and it's a big helo for me.I'll keep on supporting your videos and more power.
@eritolentino
10 ай бұрын
Hindi ko alam bakit yung iba ang conflict ng explaination finally kung kelan patulog nako at pagod nakakita rin ng maayos na nag explain
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