@11:05 po parang naswap nyo po yung WC sa LC. diba po dapat 0.6 yun para mas malaki yung mabigay nya na line load sa windward na purlin?? pag 0.2 po ginamit, 345.6N/m lang po maa-apply ng wind pero pag 0.6 po ginamit magiging 1036.8N/m yung effect ng wind sa windward.
Engr., yung leeward and windward coefficient nagpapalit po talaga? Even po don sa end ng video na problem pinagpalit ko rin po yung coefficient nang windward and leeward at nakuha ko yung sa answer keys.
If I will avail your Virtual CE Coaching Program, how much time per week po ang idededicate ko considering na 2 years from board exam pa po ako? Then what package you think will fit me: Timber, Concrete, or Steel?
Kuya Nerd Kahit 1 or 2 hours lang every day enough na if in two years ka pa kukuha, and Concrete ang recommended ko, para may supply ka na ng questions and familiar ka na sa topics ngayon pa lang
edi mag cancell ung dalawang windload. Mahirap dn magkaroon ng sabay na windload from opposite direction e. kahit pa sabihin mong may bagyo isahan padin ung direction ng windload. pero pwede lagay ka electric fan makabilang sides.
You can check register through this link! tinyurl.com/KippapNamanTayo Basically may three tiers kami, 900 Access to ten (10) questions daily with their solutions. These questions cover all topics and are chosen to be similar in difficulty as the board exam. 2250 Includes everything above. Access to 100 videos thoroughly covering all topics in the board exam. 4500 Includes everything above. A weekly study group with Engr. VJ Villafuerte on how to answer difficult exam questions. Open chatline with Kippap Education to answer board exam related questions. Ideal for those aiming for a high score.
For sagrods at middle-thirds, the combined stresses at L/3 don't always govern (9 & 90). You always have to check the IV at L/2 (8 & 360).
agree engr. bale three different moment values pag 2 sag rods ang nilagay.
truepa lodicakes
Ka truepaaaa
Sobrang Lupet mag turo sir! Thank youuuu so muchhh ❤️ Sana magkaroon ng playlist about struct na nakabase sa Nscp 2015 Sir !
@11:05 po parang naswap nyo po yung WC sa LC. diba po dapat 0.6 yun para mas malaki yung mabigay nya na line load sa windward na purlin?? pag 0.2 po ginamit, 345.6N/m lang po maa-apply ng wind pero pag 0.6 po ginamit magiging 1036.8N/m yung effect ng wind sa windward.
Tama lang master, leeward side is suction, bale negative sya, -0.6
Sir nagkapalit po yata yung windward at leeward reduction factor sa beginning of problem and during solution
sir bakit po 0.2 yung ginamit sa pagmultiply ng wind load?? diba dapat po 0.6 since windward nga yung kinoconsider?
Ang galing, malinaw ang explanation, Idol!
sa question number 3 po, akala ko (d + l + w) lang yung e multiply sa 0.75, bakit po yung self weight niya minultiply niyo din po?
Thank you sir ❤
Two way slab naman po sa susunod. Thank you Sir
Panu po makukuha ang maximum moment nang bending kapag walang given na length of span pero given po ang spacing kang purlins?
ano ba ung tamang orientation ng c purlins, facing upward or facing downward?
Good Day po Sir, tanong ko lng po... NSCP 2015 po yung basis ng computations nyo po dito? tama po ba?
Yes master 2015 yan
LRFD analysis of purlins? ano po mga factors na gagamitin?
Sino pong nakakaalam kung paano gamitin yung wind load reduction factor? Nagbabago po ba sya o fixed na na 0.25 and 0.6?
Engr., yung leeward and windward coefficient nagpapalit po talaga? Even po don sa end ng video na problem pinagpalit ko rin po yung coefficient nang windward and leeward at nakuha ko yung sa answer keys.
Paano po kung hindi passing through the centroid yung loads?
divide the moment of inertia by 2
Napaka benefecial tong lect na to sir, kaso ang bilis nyo po at madalas nagso shortcut, di makahabol ang tulad namin bagohan.
Engineer pano po nakuha yung section modulus ng purlins
Hello po sir ano po mga nabago sa 2015 code sa steel design?
Theory of structures naman po engr. Please ❤️
Thanks!! Is this nscp 2015 ba ito ?
More STEEL DESIGN TUTORIAL po Engineer 🥺
Engr. VJ, May I ask you question po? Effective po ba na magreview maski 2 years before board exam pa? Hehe.
Hello! Kung nag-aaim ka magtop, yes maganda na 2 years before pa lang nagrereview ka na. Pero enough na ang 6 months if gusto mo makapasa
Thank you po!
If I will avail your Virtual CE Coaching Program, how much time per week po ang idededicate ko considering na 2 years from board exam pa po ako? Then what package you think will fit me: Timber, Concrete, or Steel?
Kuya Nerd Kahit 1 or 2 hours lang every day enough na if in two years ka pa kukuha, and Concrete ang recommended ko, para may supply ka na ng questions and familiar ka na sa topics ngayon pa lang
Again, Thank you po! Sana may Duo Promo hehehe. We will avail soon!
Thomasian po ba kayo? Haha 😅
Bat ka sir naka UST NSTP shirt hahaha
Sir, pano po kung parehong naka-suction yung loads?
edi mag cancell ung dalawang windload. Mahirap dn magkaroon ng sabay na windload from opposite direction e. kahit pa sabihin mong may bagyo isahan padin ung direction ng windload. pero pwede lagay ka electric fan makabilang sides.
Sir I saw your post on fb kaso di ko na mahanap
Tungkol siya dun sa online classes na gagawin mo. Pwede ko po ba malaman yung details
You can check register through this link! tinyurl.com/KippapNamanTayo
Basically may three tiers kami,
900
Access to ten (10) questions daily with their solutions. These questions cover all topics and are chosen to be similar in difficulty as the board exam.
2250
Includes everything above. Access to 100 videos thoroughly covering all topics in the board exam.
4500
Includes everything above. A weekly study group with Engr. VJ Villafuerte on how to answer difficult exam questions. Open chatline with Kippap Education to answer board exam related questions. Ideal for those aiming for a high score.
@@KippapEducation hanggang kelan po yung review niyo?
@@ryancorpuz2859 until November na!
Corrected version na ba ito sir? 😊
yup!!
Salamat sir lodi.. 👌😁 noted na
Master, more about steel design. Thanks! ❤
Hi engr 😊😊 hoping magkaroon ng lecture in comparison with NSCP2015. Thank you Engr!!
ang bilis po.
Reinforced concrete design naman po engineer (•ω•)
Thank you sir ❤