Analysis of Gravity Dams Sample Problem

[@noobdz2536]

you make it clear more than my teacher thank you

[@princeadebobola8930]

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

[@AJMusicUganda]

This is a great video ❤

[@JannyPH]

thank you sir!

[@rosminazuchri636]

Thanks. Very interesting n usefull. From me is Rossy

[@exequielviacrusis4694]

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

[@jzcqt4295]

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

[@gelanasirna9257]

Why did not download?

[@johnkarlfernandez6854]

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

[@keithtacal98]

Ang alam kopo is 24 po yun

[@ariambada]

Do you have the Next Video?

[@joseantoniorodavia3068]

What particular topic are you referring to sir?

[@cuie.j.b.9702]

Saan galing yung 0.5 sa Wsub2 and Hydrostatic uplift?

[@pigmaluchnnl8765]

Area ng triangle po

[@regenciaraymondb.9960]

I got 1.83 for Fss

[@lanzzallen2000]

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

[@joseantoniorodavia3068]

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

[@johnlloydmariano5196]

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

[@rafiqqayumi5957]

can you send me the pptx of this lesson please

[@vargasmapangngahas9465]

paano po nakuha 0.5?

[@peterpaultiuzenreginio2697]

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

[@joseantoniorodavia3068]

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

[@b.garciajeremiaht.1916]

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

[@joseantoniorodavia3068]

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]

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

[@joseantoniorodavia3068]

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.

[@hans9854]

Sir SAN PO YUNG PRESSSURE INTENSITY AT THE BASE

[@joseantoniorodavia3068]

Sorry di ko din napansin nung naupload ko yan. Pero if you want to solve for the foundation pressure. This video might help you kzbin.info/www/bejne/nKTNfKiPdqqKbMk

[@hans9854]

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

[@rohullahmohseni9258]

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

[@harvey6056]

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

[@joseantoniorodavia3068]

Specific weight ng concrete

[@earlcarlogeraga844]

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

[@joseantoniorodavia3068]

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]

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]

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