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KK SIR ki classes
India
เข้าร่วมเมื่อ 5 ก.ย. 2013
"Welcome to KK SIR KI CLASSES! This is your ultimate destination for all things engineering - whether you're a student, professional, or just passionate about technology and innovation. We bring you easy-to-understand tutorials, project ideas, practical solutions, and in-depth explanations of complex engineering concepts. Stay tuned for regular updates, tips, and insights from various fields like mechanical, electrical, civil, and more. Let's build, learn, and innovate together!"
#er Krishna Kumar
#er Krishna Kumar
วีดีโอ
cement, sand, aggregate ratio (M20) for slab casting/ mixing of cement sand aggregate with Dr. fixit
มุมมอง 28K2 ปีที่แล้ว
youtube.com/@kksirkiclass8953
Flexibility Matrix Method|| Structure analysis|| problem on flexibility matrix Method|| kksirkiclass
มุมมอง 3K3 ปีที่แล้ว
youtube.com/@kksirkiclass8953 #kksirkiclass #flexibilitymatrixmethod
(L-4) Design of column with uniaxial bending|| Design of concrete structure
มุมมอง 6173 ปีที่แล้ว
00:00 Design of column 00:15 Uniaxial bending 01:10 Question 02:05 Effective cover 03:20 Load capacity and Uniaxial bending 05:35 Calculating for percentage of steel 09:15 Area of reinforcement 10:40 Lateral ties #kksirkiclass #designofcolumnwithuniaxialbending #designofcircularcolumnwithhelicalreinforcement
Moment Distribution Method|| Easy Steps (hindi) || Structure analysis||Problem on MDM ||kksirkiclass
มุมมอง 5393 ปีที่แล้ว
00:00 Moment Distribution Method 00:15 Fixed end moment 02:30 Relative Stiffness 04:25 Distribution Factor 05:10 Question 05:25 Distribution Factor 11:35 Fixed end moment 16:35 Calculation for Final moment #momentdistributionmethod #kksirkiclass #structureanalysis
(L-3) Design of circular column for lateral ties and helical reinforcement|| Design of column||
มุมมอง 1.4K3 ปีที่แล้ว
Design concept of column and circular column (helical reinforcement) : th-cam.com/video/UN2CBBfW67I/w-d-xo.html Design of square column: th-cam.com/video/jsOHBQTXOaA/w-d-xo.html For Lateral ties 00:00 question 01:40 (step-1) Factored load 02:20 (Step-2) Load carrying capacity 04:45 Gross Area 05:15 Diameter of column 07:15 Number of bars 08:40 (Step-3) Lateral ties 09:20 Pitch For helical reinf...
(L-2)Design of square column|| Design of short column|| Easy steps|| Axially loaded short column
มุมมอง 9153 ปีที่แล้ว
Concept of design of column: th-cam.com/video/jsOHBQTXOaA/w-d-xo.html 00:00 Question 00:35 (Step-1)- Factor load 01:00 (Step-2)- Load carrying capacity formula 02:00 Longitudinal reinforcement 04:50 Size of section 05:35 Gross Area 06:10 Required Area 06:55 longitudinal reinforcement 08:00 Number of bars 09:20 Diameter of ties 10:05 Pitch #kksirkiclass #designofcolumn #designofshortcolumn #desi...
(L-1) Design of column || Design of short column || Axially Loaded short column ||easy steps(Hindi)
มุมมอง 4873 ปีที่แล้ว
00:00 Introduction of column 01:00 column classified on the basis of load 03:00 major axis & minor axis 04:50 axially loaded column 05:00 short column 07:25 assumptions for design of column 10:50 load carrying capacity 13:50 minimum eccentricity 17:35 requirements for longitudinal reinforcement 21:50 transverse reinforcement 23:00 lateral ties 25:15 helical reinforcement #kksirkiclass #axiallyl...
Big M Method / Operational research/ Optimization techniques/ Maximization Problem / (hindi)
มุมมอง 56K3 ปีที่แล้ว
04:12 Question 08:00 Initial Table 17:00 Iteration 1 table 23:00 Iteration 2 table 27:40 Iteration 3 table #kksirkiclass
Cable and suspension bridge (complete video)
มุมมอง 9K3 ปีที่แล้ว
cable carrying a uniformly distributed load three hinged stiffness girder guide pulley with smooth roller and saddle with smooth roller how to calculate maximum tension and minimum tension
Three hinged stiffning girder|Cable and suspension bridge|Numerical on three hinged stiffness girder
มุมมอง 18K3 ปีที่แล้ว
Three hinged stiffning girder|Cable and suspension bridge|Numerical on three hinged stiffness girder
Cable and suspension bridge| guide pulley and saddle smooth roller| Numerical on piers| kksirkiclass
มุมมอง 3.4K3 ปีที่แล้ว
Cable and suspension bridge| guide pulley and saddle smooth roller| Numerical on piers| kksirkiclass
Cable and suspension bridge| Structural analysis| kksirkiclass
มุมมอง 4683 ปีที่แล้ว
Cable and suspension bridge| Structural analysis| kksirkiclass
Cable and suspension bridge on diff. level| Minimum tension| Vertical reaction| Structural Analysis
มุมมอง 3.3K3 ปีที่แล้ว
Cable carrying a uniformly distributed load: th-cam.com/video/8k3nI6dvySA/w-d-xo.html Cable and suspension bridge on different levels Minimum tension Vertical reaction Structural analysis #kksirkiclass
Cable carrying a UDL/ Cable & suspension bridge/ minimum tension and maximum tension/ structure anal
มุมมอง 15K3 ปีที่แล้ว
Cable carrying a uniformly distributed load cable and suspension bridge minimum tension Or horizontal reaction maximum tension vertical reaction structure analysis how to calculate length of cable
General Knowledge for RRB NTPC, SSC CGL, SSC JE, SSC CHSL, BANKS/ General Awareness/ Sindhu ghaatee
มุมมอง 403 ปีที่แล้ว
General Knowledge for RRB NTPC, SSC CGL, SSC JE, SSC CHSL, BANKS/ General Awareness/ Sindhu ghaatee
Castigliano first theorem/ How to calculate deflection by using castigliano first theorem
มุมมอง 9K3 ปีที่แล้ว
Castigliano first theorem/ How to calculate deflection by using castigliano first theorem
Law of Reciprocal Deflection/ Maxwell Reciprocal theorem
มุมมอง 37K3 ปีที่แล้ว
Law of Reciprocal Deflection/ Maxwell Reciprocal theorem
Strain energy method/ How to calculate deflection for frame by using strain energy method (Part-2)
มุมมอง 3.9K3 ปีที่แล้ว
Strain energy method/ How to calculate deflection for frame by using strain energy method (Part-2)
Strain energy stored due to axial load and bending/ Deflection of beam by strain energy method Part1
มุมมอง 3.3K3 ปีที่แล้ว
Strain energy stored due to axial load and bending/ Deflection of beam by strain energy method Part1
ILD for bridge truss/ ILD for Vertical chord, bottom chord, top chord & diagonal Member/Kksirkiclass
มุมมอง 46K3 ปีที่แล้ว
ILD for bridge truss/ ILD for Vertical chord, bottom chord, top chord & diagonal Member/Kksirkiclass
Simplex method | LPP on Simplex method in hindi | optimization technique (easy way)
มุมมอง 345K4 ปีที่แล้ว
Simplex method | LPP on Simplex method in hindi | optimization technique (easy way)
Influence Line Diagram for bridge truss/ ILD for top chord member & bottom chord member
มุมมอง 2.6K4 ปีที่แล้ว
Influence Line Diagram for bridge truss/ ILD for top chord member & bottom chord member
Secant Method | how to optimize function by using secant method | optimization technique
มุมมอง 7K4 ปีที่แล้ว
Secant Method | how to optimize function by using secant method | optimization technique
Conjugate beam method | how to solve slope and deflection by conjugate beam method
มุมมอง 21K4 ปีที่แล้ว
Conjugate beam method | how to solve slope and deflection by conjugate beam method
Absolute maximum bending moment | structural Analysis| rolling load
มุมมอง 19K4 ปีที่แล้ว
Absolute maximum bending moment | structural Analysis| rolling load
Influence Line Diagram for maximum bending moment(part 2) Structural Analysis | Rolling load
มุมมอง 1.5K4 ปีที่แล้ว
Influence Line Diagram for maximum bending moment(part 2) Structural Analysis | Rolling load
Influence Line Diagram of Beam (part 1), for Reactions, shear Force, Bending Moment
มุมมอง 3.9K4 ปีที่แล้ว
Influence Line Diagram of Beam (part 1), for Reactions, shear Force, Bending Moment
Influence Line Diagram for Bending moment, Normal thrust, Radial shear | Three hinged Arch
มุมมอง 21K4 ปีที่แล้ว
Influence Line Diagram for Bending moment, Normal thrust, Radial shear | Three hinged Arch
Influence Line Diagram for three hinged arch| Structural Analysis| Normal Thrust, Radial shear
มุมมอง 11K4 ปีที่แล้ว
Influence Line Diagram for three hinged arch| Structural Analysis| Normal Thrust, Radial shear
Abhi 6 ghate baad paper hai 😂lawde lag lagye ab toh
Thanku sir 🌼
accha aadmi
X ka value Or maximum bending moment ka solve bhi dikhate to accha hota.. 😢
Advanced method ma kosa method h?
Sir apna steepest ascent method ki video h?
I Just love u from now.....❤❤
Zj-Ci use kr sakte hai kya instead of Cj-Zj
calcuation mistake, very bad video
sir mai to pehle hi l1 l2 l3 l4 krte hue aata ;5 tak to tab bhi pata chal jata ki 0.15 tak aana hai to fir sir itna lamba kyu chale ham pls explain
and what is the final answer ?
Guryansh comment baad me dekh liyo, padle pahle
sludge maane tattti
6 ghante baad paper hai.. Thank you sir 💙
Thanks sir😊
value of L0 should be change in each iteration.
Half an hr baad Mera paper Hai 😂
Awesome video, really helpful!! One quick question- How much is the difference in cost per square foot between RCC Grade M20 and M25?
bohot shukriya sirji ❤
Thank you Sir
I was facing problem while finding the value of new rows. I watched 5 - 10 videos but didn't understood anything. Now, with the formula, I can solve any simplex method problem. Thanks a lot sir. !
Love u jiiii
Thank you sir
iteration-2 's -->[x2.S3] -->should be ==1/3 ;
sir, will you please refer any book for Fibonacci search method and golden section method.
dusra value nikal ne ke liye key element 1 hoga ki uska bhi old value? for example, agar key element initially 2 hota, toh 2 letey ki 1 (after dividing the whole row with the key element number to make it it).
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Thank you sir
How did you find the f2=f(x2) which value did u take
3rd row samjh nahi aaya
Jo padhna tha vo toh hide ho rha...cut image kr diii!! Neeche ka dikh he nhi rha😢
What textbook can someone find this exact method of doing simplex method
Akhri tagari padne ke baad Kam se kam 10 round to ghuma lo...
4 ghante bad Mera paper hai 😢
Which university
Kaisa hua?
4 sumaghne me guzar gya ho ga
Bahut time hai phir to
Kaisa gyaa
Plz sir Frank and wolf, Penalty, Rosen gradient
Sir... I don't know you are reading this comment or not... But I want to say thanks to you... You are an underrated teacher... You helped me a lot too know about the real concepts... And I would like to request you to continue making study videos for us... Please sir... You are very nice teacher... I just saw your TH-cam and realised that you are not posting anything here... Soo please sir please continue that... Because it will not just help me... It will be helpful for all the students who are in BTeach Engineering... Thanks again...🥹❤️
Good explanation but Bro you have lot of calculation mistakes here and there -59/3 ke jagah it should be -57/3. When we did the second iteration and every value had to be divided by 3 then S1 which was equal to 1 why was not it 1/3...
Best video vai
best and only one
Thankyou sir
How did you get 5,15 and 0 in iteration 1 on solution side?
Ye 2nd table m 15,0 kasay aa Raha h solution m sir plz reply
Required one more this kind of question
Sir really thanks this is very simple method ❤
sir ye gradient based method cauchy wala hai ki , univariate , direct search wala hai ?? plz clear
Minimize kese krge
❤
Thank you so much sir ☺️
Thnku sir
Anna phone number pampi
bhai F0=0, F1=1 hota h