Jose Antonio Rodavia

Пікірлер

@vargasmapangngahas9465 9 күн бұрын

paano po nakuha 0.5?

@jzcqt4295 Ай бұрын

the h for the area of the triangle is 12-3=9

@princeadebobola8930 Ай бұрын

This is a wonderful presentation. Well analysed and understood. Thank you so much ❤

@rafiqqayumi5957 2 ай бұрын

can you send me the pptx of this lesson please

@noobdz2536 2 ай бұрын

you make it clear more than my teacher thank you

@AJMusicUganda 3 ай бұрын

This is a great video ❤

@JannyPH 10 ай бұрын

thank you sir!

@cuie.j.b.9702 11 ай бұрын

Saan galing yung 0.5 sa Wsub2 and Hydrostatic uplift?

@pigmaluchnnl8765 5 ай бұрын

Area ng triangle po

@rosminazuchri636 Жыл бұрын

Thanks. Very interesting n usefull. From me is Rossy

@rohullahmohseni9258 Жыл бұрын

this example teoritecal in real satution no like this beacase the up sream sadement load not includ the calculation dam.

@exequielviacrusis4694 Жыл бұрын

Sir bat sa iba kinukuha ung uplift sa iba naman hindi ano po ba pallatandaan na dapat mo siya e consider

@regenciaraymondb.9960 Жыл бұрын

I got 1.83 for Fss

@ankwaatsajoram4500 Жыл бұрын

Yes everything is ok but the challenge comes in when not using English some important information is being missed at the end

@johnkarlfernandez6854 Жыл бұрын

pag wala po bang given na unit weight yun concrete matic po ba na 23.5 kN/m3?

@keithtacal98 7 ай бұрын

Ang alam kopo is 24 po yun

@peterpaultiuzenreginio2697 2 жыл бұрын

14meter b a talaga yun? or 12m? naguguluhan ako sa dalawang height po

@joseantoniorodavia3068 2 жыл бұрын

14 m po is the depth of the liquid while the 12 meter length is the height of the triangular section of the dam.

@lanzzallen2000 2 жыл бұрын

what if ft is given should we assume 1ft or 3.28 ft? since 3.28 ft is equal to 1m

@joseantoniorodavia3068 2 жыл бұрын

You should express all your solutions in ft also. No need to do conversion of units.

@johnlloydmariano5196 Жыл бұрын

If it's in metric system use 1m If it's in english system use 1 ft

@hans9854 2 жыл бұрын

Sir SAN PO YUNG PRESSSURE INTENSITY AT THE BASE

@joseantoniorodavia3068 2 жыл бұрын

Sorry di ko din napansin nung naupload ko yan. Pero if you want to solve for the foundation pressure. This video might help you kzfaq.info/get/bejne/nNmaftiKpqu7Zps.html

@hans9854 2 жыл бұрын

@@joseantoniorodavia3068 thank you so much po sir 🙏🙏🙏🙏

@b.garciajeremiaht.1916 2 жыл бұрын

Paano kumuha ng U? D mo kasi ine explain maayos po eh kung saan kinu kuha mga yan un sana need ko

@joseantoniorodavia3068 2 жыл бұрын

Good day. I think it's clearly stated on the problem that the hydrostatic uplift varies linearly from heel to toe that's why the shape of U is triangular. Also, I was able to explain how to solve for U. I understand why you had a hard time grasping the lecture. This video needs a lot to improve. But I appreciate your honest feedback. Thank you.

@darcyanne3938 2 жыл бұрын

paano naman po kapag di given ung base pano po sya kukuhanin?

@joseantoniorodavia3068 2 жыл бұрын

Good day. Could you elaborate your question ms. Darcy Anne? If your referring to the hydrostafic uplift at the base of the dam. Just neglect it If not stated on the problem.

@harvey6056 2 жыл бұрын

6:08 san po galing yung 23.5kn-m^3, given?

@joseantoniorodavia3068 2 жыл бұрын

Specific weight ng concrete

@earlcarlogeraga844 2 жыл бұрын

I think Fss failed in your solution. The dam will fail due to sliding. Fss and FSo must be atleast 1.50

@joseantoniorodavia3068 2 жыл бұрын

Based from what I've read from a textbook, the safe value for the factor of safety should be greater than 1. Perhaps, the computed value may not be safe in actual application. Thank you for the correction. I acknowledge your honest feedback.

@earlcarlogeraga844 2 жыл бұрын

Thank you also for sharing your knowledge to this platform. And Yes it is true that in some books they differ in what factor of safety against sliding and overturning..Some uses 3.0 in Fso and 1.5 for Fss..This type of videos like yours must be shared❤️

@AJMusicUganda 3 ай бұрын

No , the dam won't fail due to sliding or overturning as long as the safety values are greater or equal to 1.5