Sir. Hindi po ba dapat ang heavily loaded na pile is yung nasa center? Kase may karga po syang axial load? Bat po yung nasa Ru1 po ang inanalyze. Thanks po sa pagsagot. 13:39
same po ba ng approach yan sir if sa beam naman at ang question po is minimum depth using maximum shear? icoconsider po ba ung critical shear at distance d from support o ung max shear sa supports
Hello, depende yan sa sign convention na gagamitin mo. In this solution, ginamit ko lang compressive reaction as negative. But you can change your sign, depende saan ka mas komportable
Hello, depende yan sa sign convention na gagamitin mo. In this solution, ginamit ko lang compressive reaction as negative. But you can change your sign, depende saan ka mas komportable
Sir question lang po ..pag hindi e state sa problem po na critical or maximum wide beam shear stress or critical/max punching shear stress need po ba ang phi? Otherwise, kong e state sa problem na critical or maximum..no need na ang phi??
Pag critical/max pati na din yung walang e state ay nominal yung kailangan kaya idivide mo ng phi Pag sinabi na design o ultimate, di mo na idivide ng phi
Critical wide beam or punching it means the shear stress occurs at the critical section. So nominal pa rin, unless kapag sinabi na ultimate no need to divide it to reduction factor.
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Lodi talaga Engr! Maraming salamat po sa mga videos niyo. Laking tulong po sa aming mga reviewees. Manifesting RCE NOV 2023!
Ganda ng presentation pag naka 3D, madali maintidihan. Anon po ung gimanit nyong apps?
Thank you. more power po sa channel :)
2(75)+20+(23-1)s=3600 jan po pala niya sir nagamit yung 3600 na width sakto sa 155.09
Sir. Thank you. Basic lng pala ito. Akala ko mahirap. Salamuch
Sir, lagi po bang counter clockwise ang assumption ng moment ? magmamatter po ba kapag mali yung assumptiong ng direction ng moment po ?
Sir. Hindi po ba dapat ang heavily loaded na pile is yung nasa center? Kase may karga po syang axial load? Bat po yung nasa Ru1 po ang inanalyze. Thanks po sa pagsagot. 13:39
same po ba ng approach yan sir if sa beam naman at ang question po is minimum depth using maximum shear?
icoconsider po ba ung critical shear at distance d from support o ung max shear sa supports
Sir, hindi po ba magra-round down kapag spacing?
Sir pag nabaliktad ba yung Mu same lang ba ang tamang sagot ?
RCE NOV 2024 !
Sir bakit duon sa computation ng spacing hndi nasali ung 23 na no. Of bars bago i equate sa 3200? Parang 1 bar lang naisali kc dlwang 1/2db .
Hello, center to center ang spacing, kaya no need isali. If clear spacing ang kununin then need sya e include
sir bakit negative yun (-) P/ N? yun kay sir Gellasania ng SEC 5 ay Positive P/N
Hello, depende yan sa sign convention na gagamitin mo. In this solution, ginamit ko lang compressive reaction as negative. But you can change your sign, depende saan ka mas komportable
@@EngrDeLaCruz Thank you sir, naitindihan ko na
sir baka pwede ma explain May 2011 CEREF. Situation 6, page 42, Pre-Stresses na may video.. (you tube)
bakit po negative yun -Pu/N??
Hello, depende yan sa sign convention na gagamitin mo. In this solution, ginamit ko lang compressive reaction as negative. But you can change your sign, depende saan ka mas komportable
@@EngrDeLaCruz noted sir! Thank you!
Sir question lang po ..pag hindi e state sa problem po na critical or maximum wide beam shear stress or critical/max punching shear stress need po ba ang phi?
Otherwise, kong e state sa problem na critical or maximum..no need na ang phi??
Pag critical/max pati na din yung walang e state ay nominal yung kailangan kaya idivide mo ng phi
Pag sinabi na design o ultimate, di mo na idivide ng phi
Critical wide beam or punching it means the shear stress occurs at the critical section. So nominal pa rin, unless kapag sinabi na ultimate no need to divide it to reduction factor.
korique@@japhethmirafuentes8551
sir if "critical" wide beam shear stress, ung design shear stress po ba un? di na po icoconvert sa nominal shear stress?
For me nominal sya pag wala ang term na design. So pag "critical wide beam shear" nominal sya
Copy sir, thanks!!
Critical wide beam shear kasi critical section. So nominal pa rin.
sir anong term po ba sa question kelan hindi ididivide sa reduction factor? thanks sir
Thank you po Engineer
thank Engr.
lumabas po ito ulet kanina sa psad hehe
Good luck! wishing you the best results!