Depth of Fixity of Pile| Calculation of Depth of Fixity as per IS-2911(Part-1/ Sec-2)

  Рет қаралды 7,499

Mahadev Das

Mahadev Das

Күн бұрын

In this channel I upload videos related to basic concepts of CIVIL ENGINEERING Aspects with the example of PRACTICAL PROJECTS as per standard IS/IRC/ MORTH/AASHTO Guidelines.
For other videos check the playlists-
CALCULATION OF SCOUR DEPTH AS PER STANDARD CODAL PROVISION -
• Scour depth calculation
PILE HEAD CHIPPING
• "PILE HEAD CHIPPING | ...
BBS OF PILE FOUNDATION
• BBS Pile Foundation|Ti...
LIVE LOAD CALCULATION AS PER IRC 6
• Live load as per IRC 6
TYPE OF LOAD COMBINATION IN LIMIT STATE METHOD OF DESIGN AS PER IRC-6
• Type of Load Combinati...
DETAIL OF RE WALL
• RE WALL|| CONSTRUCTION...
#CIVIL ENGINEERING
#FIXITY
#DEPTHOFFIXITYOFPILE
#CANTILEVERLENGTHOFPILE
#IS2911
#MAXIMUMMOMENTOFPILE
||Connect with me on all other social media networks||
For any other details email: mdmahadevdas@gmail.com
||Thanks for your love and support||

Пікірлер: 13
@user-sm4oy5qt5m
@user-sm4oy5qt5m 6 ай бұрын
Nice nd useful video, but not understand bcos poor in Math.
@nehaandrews5296
@nehaandrews5296 11 ай бұрын
Nice video👍 useful one Moment of inertia =pi x d4 / 64...and not 4....
@AminulIslam-tp1lm
@AminulIslam-tp1lm 3 ай бұрын
Thank you for sharing, I appreciate your work on this confusing topic. I have a question, I will be glad if you help me. The stiffness factor for granular soil and normally consolidated clay is the same equation, but the modulus of subgrade reaction is only given for granular soil in Table 3. This isn't very clear, how can I use C-2.1 for normally consolidated clay? There is another formula (C-2.2) for consolidated clay, and the subgrade reaction is given in Table 4. I can't use this subgrade reaction to C-2.1 since there is no use for k1 in that equation. Hope I have made myself clear, please help me out with this.
@pankajkumar-pl1tk
@pankajkumar-pl1tk 7 ай бұрын
nice video to make video how to calculate depth of fixity in case of scoure depth level.
@CivilTech107
@CivilTech107 7 ай бұрын
ok
@shyamsundarsundar4766
@shyamsundarsundar4766 4 ай бұрын
How do you reinforce an existing foundation with pile without increasing the footing size.
@mdikramuddin1772
@mdikramuddin1772 5 ай бұрын
During you considered the Subgrade reaction factor which soil layer you were considering? Above the maximum moment or below the maximum moment location?
@CivilTech107
@CivilTech107 5 ай бұрын
Above the maximum moment
@tanmaymukherjee1874
@tanmaymukherjee1874 7 ай бұрын
Sir how to calculate for free head piles?
@CivilTech107
@CivilTech107 7 ай бұрын
Will upload soon
@adithyaroyal6211
@adithyaroyal6211 8 ай бұрын
Response Nahi resonance ha
@LeviOp27
@LeviOp27 2 ай бұрын
Also it was inertial not internal 😢
Gli occhiali da sole non mi hanno coperto! 😎
00:13
Senza Limiti
Рет қаралды 24 МЛН
مسبح السرير #قصير
00:19
سكتشات وحركات
Рет қаралды 11 МЛН
طردت النملة من المنزل😡 ماذا فعل؟🥲
00:25
Cool Tool SHORTS Arabic
Рет қаралды 33 МЛН
Pile Cap Design :Truss Analogy vs Bending Theory
10:31
Civil Engineer Tonmoy Maity
Рет қаралды 5 М.
Initial Pile Load Test| IS-2911(Part-4)|
15:33
Mahadev Das
Рет қаралды 6 М.
Pile Group: Classification, Efficiency & Factors affecting Efficiency | Fixed and Free head Piles
12:42
how to Read Re wall Drawing & find TLP,SRL,TOP,FRL
8:15
Engineer Imaduddin
Рет қаралды 1,6 М.
Load carrying capacity of pile using Static Method
11:11
WIT Solapur - Professional Learning Community
Рет қаралды 14 М.
Modulus of Subgrade Reaction of Soil (Bowles Approach and Basic Approach)
15:08
Calculation of Pile load test # Pile load testing Format.
12:34
R B Singh Civil Engineering Academy
Рет қаралды 32 М.
Gli occhiali da sole non mi hanno coperto! 😎
00:13
Senza Limiti
Рет қаралды 24 МЛН