Exterior Basement Wall Design - Tagalog Tutorial

This video demonstrate a perfect example of how to identify types of loads for belowgrade wall. it also guide the viewer in determining the main reinforcement. I hope you will enjoy watching it.Thanks!

[@melancholy9622]

Very informative!! Gagayahin ko to pag mag design ako Ng retaining wall engineer
Thanks 😊

[@1989ENgVic]

the pressure consider only normal condition no seismic. how about during seismic condition, can it be done also in the next vlog?

[@krishiamaevidalbuela4842]

Good day po engr, same po ba ng analysis pag more than 1 storey ang basement wall? simply supported pa din po o magiging indeterminate na?

[@blandybarrun1402]

Good day po Engr. Paano po pagcompute ng footing ng basement wall tsaka column footing ng basement?

[@jsdesign_engineeringtv3633]

Its similar to common isolated footing but with interaction from bending created by soil pressure.
Sometimes it end up with top bars on column-footing. Thanks

[@MA-dz9qt]

Pano po kaya kung load bearing chb design. Thanks po

[@jsdesign_engineeringtv3633]

Load bearing is possible only on vertical load not on side pressure. Thanks

[@hudjo7913]

Hello engr. Pano po nagcome up na pin connected yung top and bot ng ret wall?

[@jsdesign_engineeringtv3633]

That's a good question. However, in real life most failures occur at the mid height, that is why it is safer to treat it as simply supported rather than fixing them at ends. Thanks

[@hudjo7913]

thanks for the reply engr. @@jsdesign_engineeringtv3633

[@jcculla4442]

Good day po. paano po yung design ng column nyan? axial lang din po or considered din po yang lateral forces?

[@jsdesign_engineeringtv3633]

Normally critical loads for below grade wall design are soil and water pressure only like the one I presented in my video. Thanks

[@HaruKa-yy8xb]

Good day po engr. sa analysis po hindi na po kasama ang seismic?

[@jsdesign_engineeringtv3633]

I dont think you need it, it's already on the the ground. Thanks

[@HaruKa-yy8xb]

thanks po

[@oslekcom1]

You forgot to include the seismic force which is inverted triangle.