Good day Sir. As I have shown your videos, your explanation is very clear and excellent Sir.. I was one of the products of Besavilla engg review Center but natapatan m n ang galing at husay..Good luck. From Engr Ferdinand Lagahit, QC mgr, K.S.A
Nice and good illustration videos you have. Helps a lot of students as well as Civil Engineers who are in the retirement age. To recall what was left rusted. Can you have some lectures about columns?
Good day po sir. Tanong ko lang po pag yung center ng column is 0.20m from the center of footing, yung soil pressure po ba magiging uniform po? Thank you po and Godbless
Sir please clarify. 1. Ang Mf po ba ay moment sa centroid ng footing caused by the P and M of the column? Tama po ba? 2. Ang "e" po ba ay actual location ng P from Y-axis?
Good day Sir. As I have shown your videos, your explanation is very clear and excellent Sir.. I was one of the products of Besavilla engg review Center but natapatan m n ang galing at husay..Good luck. From Engr Ferdinand Lagahit, QC mgr, K.S.A
Very timely topic sir. I'm currently designing shoe footing!
Thank you very much for this lesson, Sir. 😍
Can you cover more topics in geotech that involves footing, Sir?
😄
amazing i learn a lot thank you sir
Sir do u have master plumber review?
Hey please make eccentricity on both directions
sir, kapag po ba hindi given yung distance between the column and a side of the footing, pwede po ba iassume na nasa gitna ng footing yung column?
Why does gross not just subtract soil, why is concrete included?
Thank you po!
Nice and good illustration videos you have. Helps a lot of students as well as Civil Engineers who are in the retirement age. To recall what was left rusted. Can you have some lectures about columns?
Good day po sir. Tanong ko lang po pag yung center ng column is 0.20m from the center of footing, yung soil pressure po ba magiging uniform po? Thank you po and Godbless
Good day sir I have the same question den. Nasagot mo na po ba yung query mo na yan?
More power sir
Sir tanong lang bakit po naging 6M/LB^2 kung Mc/I yung c po ba ay 1/2? Pano po nakuha yung 1/2
Mc/I = M(H/2) / (bh^3/12)
Sir please clarify.
1. Ang Mf po ba ay moment sa centroid ng footing caused by the P and M of the column? Tama po ba?
2. Ang "e" po ba ay actual location ng P from Y-axis?