Design and Analysis of Concrete Retaining Wall

[@leijitauro588]

Thank you for the refreshment Engr

[@johnkarylcultura6658]

Salamat sir, galing!

[@isit.1264]

sir baka pwede kayo gumawa ng video para sa structural analysis for building permit para sa fencing po, with stability check against over turning on footing design

[@philipcalilan7842]

Sir meron na po ba kayo nahanap?

[@AxlJonDelRosario]

hello sir thank you for this video. but can I ask if the safety factors is computed or constant? if that is constant where can i find that reference.

[@jsdesign_engineeringtv3633]

@@AxlJonDelRosario I use NSCP 2015. Thanks

[@dinotranssialatvia7616]

Thank you sir

[@paperdragon8398]

Hi sir, bakit sa Peq for overturning hindi pang triangular loading yung ginawa niyo kahit inverted triangle siya? Tapos yung sa sliding naman ginamitan niyo ng 2/3h, paclarify naman po. Thank you!

[@bordzilla]

Hi sir! How to prepare structural form for building permit

[@jhonpaulcardinal5980]

sir san po ginamit yung Cfs sa analysis?

[@1989ENgVic]

How about kh motion of structure itself?

[@CIVILENGINEERINGTOPPICKS]

pwede po kaya gumamit ng base shear V sa nscp 208.8.3? tapos divide po yung base shear sa mass ng rt wall, para maging horizontal acceleration?

[@bobotesparagoza9061]

Sir baka pwede.kayo gumawa ng col/ ftng design ng chb fence with 2 or 3 meters backfill on the inner part.of the lot..thanks

[@bonniejr.bellido2897]

Hello po sir, ask ko lang po, kung saturated ang soil at swampy yung exterior side ng retaining wall, ano po kaya yung assumption ng saturated unit weight ng soil at ano po kaya yung recommended depth ng foundation/footing from swampy soil natural grade level. Thanks po sir.

[@jsdesign_engineeringtv3633]

@@bonniejr.bellido2897 I suggest sheet piles na gamitin nyo kung fully saturated ang ground. Posible maging mas expensive kung retaining wall. Thanks

[@Shadddybb]

Good day sir ask ko lang po saan nanggaling yung 1.75 sa x bar yung 90(1.75)

[@jsdesign_engineeringtv3633]

@@Shadddybb 90 weight of fill, 1.75 came from 2m base - 0.25 stem thickness. Thanks

[@Shadddybb]

Thank you sir❤

[@laurencedolorosa3852]

Sir ask lang, pag ba sa retaining wall need din lagyan both right & left side? Or yung rear side lang since andun ang slope? Salamat

[@jsdesign_engineeringtv3633]

@@laurencedolorosa3852 You need to reinforced both but sometimes rebars on side facing soil are the main bars, meaning the spacing is closer and bigger. Thanks

[@laurencedolorosa3852]

@@jsdesign_engineeringtv3633 ah okay po gets, pero yung sa start po ng retaining wall sa side ay from the slope or kailangan from the front connected sa front fence? salamat

[@jsdesign_engineeringtv3633]

@@laurencedolorosa3852 you mean fence on top ret.wall? you can place it at the center

[@laurencedolorosa3852]

@@jsdesign_engineeringtv3633 ah okay, where the slope started?

[@jeffmv88]

sir ask lng sir, dba yung 15Kn/m3 is dapat 1530 kg/m3?

[@jsdesign_engineeringtv3633]

Yes

[@jasontagalag3991]

Good day, pwde po mahingi contact details, I have project retaining wall, I need design and plan details for retaining wall

[@jsdesign_engineeringtv3633]

@@jasontagalag3991 sure, I'll check with my partner if they will be able to assess the location based from their previous data. Let me know the vincinity please. Thanks

[@watchtvecs8037]

sir anu po yong books mo?

[@jsdesign_engineeringtv3633]

I used soil mechanics book and nscp

[@watchtvecs8037]

@@jsdesign_engineeringtv3633 thank you po

[@watchtvecs8037]

sir 33.75+90 = 123.75kn

[@JunerVLabor]

Thank you sir