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Which books pdf is this ma'am?

es A homogeneous earth dam is 25 m high and has a crest width of 8 m. the upstream and downstream slopes are respectively 4:1 and 3:1. Check the stability of U/s slope by the approximate method. Assume a freeboard is 3m and the height of the phreatic line above the base at U/s shoulder as 19 m. Take weight of soil 22kN/m3. Submerged unit weight =12kN/m 'specific weight of water-10kN/m²=24°, c=50kN/m 2. If the foundation consists of soft clay up to a depth of 10m and beneath that there is a rigid boundary check the foundation stability also.

so nice lecture ma'am

My teacher has copied it from here, he the dumbass is showing off his pretentious attitude of Einstein. 😂 Thank you, Ma'am ur explaination desereves appreciation. 👏🏻❣️

Use your device to teach your students

Poor explanation scrolling up and down full confuse

Explanation was not at all good

Explain it clearly.....

Excuse me ma'am

Drawing not clear visible

Well Explained Thanks

Very nice

Tq ma'am 🎉

thank you for making such a easy explanatory vedios thanku soooooooooooooooooooooooooooooooooooooooooooooooooooo much

Thank you ma'am

U

Very nice thanks this vedios is helpful to me !!🎉

Very nice explanation ma'am

الفاقدي ❤

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Super mam

very nice explanation ma'am

very nice explanation maaam

In calculator its showing different value

Why 5e1

41:14 1.02 - hai

Mam how can i contact you

Great. Can you please provide writtin notes

Mam apni ki online poraben??? Please reply deben

Mam apni ki hydrologiacal structure r railway & Airport engineering ta poraben as per makaut syllabus. Please informe me asap.

Very useful videos!

th-cam.com/users/shortsaNJB-hGqYqk?feature=share

kilonewton

Weight of galvanized corrugated iron Sheet = spacing of purlin x weight of sheet per meter square That's not factored value At the bottom after total load we calculated factored load.

Great effort mam...satakoti pranam.....bhut dikkat tha issconcept ka aj solution mila a66a

Ma'am I have exam on 9th feb. Please I want full concept clear before 9th of all unit of prestressed concrete. Please mam

Please tell me name of this book

I have a question to ask while calculating intermediate pile if the side space is not given(0.6) Then we have to consider it on our own or we can leave it

Mam, how the value of width near the tail i.e 4m got

mam please provide us copy of th book urgent

problem - 1 ?

Vosadi ke itna fast kaun padhate hai...? Agar time nahi hai to mat chalau chanel...

Mam where is 2nd part...

thank you mam

respected mam for examination is it compulsory to draw a diagram on Kosala theory question ?

Thanks Ma'am for explaining so comprehensively. Ma'am I have 1 doubt. That is, in the stress diagram in case of slab and beam s/w cases, when we draw the diagram, we are taking the positive sign triangle that is compression on the left side and the negative side triangle that is tension is on the right side, in case of resultant diagram, the positive stresses are on the right side of the centre line, can you please tell why this is happening?

Ma'am what to do if Intensity of wind pressure is not given. Grade of steel is not given. Span of truss is not given. Please reply

You design structure