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Dr. Suchita Hirde Civil Engineering Videos
India
เข้าร่วมเมื่อ 2 เม.ย. 2020
I am HoD in Govt Engg College, Amravati with 33 years of experience. My channel intend to help students of Civil / Mechanical and allied branches of Engg. to prepare subjects related to Engg. Mechanics, SoM, Analysis and Design of RCC and Steel Structures such as Theory of Structures, Reinforced Concrete Structures and Steel Structures, Structural Mechanics, Estimation & Costing etc.
It also helps to prepare for competitive exams.
Dear Students..
Hobbies are very important in life. They are stress busters and make you happy 💖 please invest time in your hobbies also..and enjoy rewarding and happy life..💖 Because.. Life is really very short.. make it sweet.. Your hobbies can make your life melodious.
I love ❤️ travelling.. singing.. playing musical instruments..
you can explore world through my another TH-cam YT channel at following link
youtube.com/@melodiousvibesonly5598?si=h1e4NTiVGddGuoKg
youtube.com/@melodiousvibesonly5598?si=h1e4NTiVGddGuoKg
It also helps to prepare for competitive exams.
Dear Students..
Hobbies are very important in life. They are stress busters and make you happy 💖 please invest time in your hobbies also..and enjoy rewarding and happy life..💖 Because.. Life is really very short.. make it sweet.. Your hobbies can make your life melodious.
I love ❤️ travelling.. singing.. playing musical instruments..
you can explore world through my another TH-cam YT channel at following link
youtube.com/@melodiousvibesonly5598?si=h1e4NTiVGddGuoKg
youtube.com/@melodiousvibesonly5598?si=h1e4NTiVGddGuoKg
Flexibility Matrix Method : Analysis of Continuous Beam with simple supports
Flexibility Matrix Method : Amalysis of Continuous Beam
#FlexibilityMatrix
#ContinuousBeam
#civilengineeringvideos
#analysisofcontinuousbeam
#flexibility
#FlexibilityMatrix
#ContinuousBeam
#civilengineeringvideos
#analysisofcontinuousbeam
#flexibility
มุมมอง: 553
วีดีโอ
Design of RCC Columns | Basic concepts & Numerical example step by step, Design of Circular Column
มุมมอง 814ปีที่แล้ว
This video explains step by step procedure for design of columns. It also explains how to solve numerical example on design of circular column with helical reinforcement. #designofrcccooumn #columns #designofcircularcooumn #helicalreinforcement #rccdesign #axiallyloadedcolumn #numerical
Assign P DELTA PARAMETER. Vertical acceleration spectral case, Cracked sectional properties in ETABS
มุมมอง 506ปีที่แล้ว
This video explains how to define P DELTA PARAMETERS. Vertical acceleration spectral case, Cracked sectional properties in ETABS #PDELTAeffect #VerticalAcceleration #etabstutorial #Crackedsectionalproperties #howtoassign #IS16700-2017 #dcbaonline
How to decide Size of Stiffness matrix : MPSC/GATE Civil Engg questions with explanation
มุมมอง 674ปีที่แล้ว
Understand how to decide / calculate size of a STIFFNESS MATRIX for frame and continuous beam. This video was created on request from some of my viewers. I hope you will find it useful to prepare for compitetive exam. #SizeofStiffnessMatrix #MPSCCivilEngg #stiffness #mcqonmatrix #mcqsonmatrix #mpscmatrix #gate2024preparation #solutionofmpscquestion #gateforum #dcba #civillearning #civilvideo #s...
Simple Technique Derive FLEXIBILITY MATRIX from STIFFNESSES MATRIX | GATE | MPSC Civil Engineering |
มุมมอง 385ปีที่แล้ว
@DrSuchitaHirde_CivilEnggVideos Understand how to convert stiffness matrix into flexibility matrix or flexibility matrix into stiffness matrix Learn tricks to answer questions in competitive exams like MPSE UPSC GATE etc. #stiffnessmatrix #flexibility #stiffness #howtodecide #flexibilitymatrix #MPSCCivil #PastMPSCpaper #mpscexam #gate2024preparation #civillearning #IESCivilEngineering
Simple techniques to draw Bending Moment Diagram ( BMD ) of continuous beam correctly
มุมมอง 2.6Kปีที่แล้ว
In this video you will learn some simple techniques to draw bending moment diagram of contious beam correctly , after analysisng the beam by any of the displacement methods i.e. Kanis method, slope deflection method, moment distribution method etc or force methods i,e, consistent deformation method, flexibility matrix method etc. #BMDofContinuousbeam #BMDbydisplacement method #BMDbyforcemethod ...
Analysis of space frame / Space Truss solved example, using Tension Coefficient Method
มุมมอง 2.5Kปีที่แล้ว
This video explains how to solve numerical example on "Analysis of Space Frame (analysis of space truss) using tension coefficient method". Tension coefficient method is derived from method of joints of truss analysis.. In tension coefficient method, equilibrium conditions are applied at the at jpints having maximum three unknown forces in terms of tension coefficient. After calculating tension...
Analysis of Space Frame: Tension Coeffient method, step by step procedure
มุมมอง 2.4Kปีที่แล้ว
This video explains step by step procedure for "Analysis of Space Frame (analysis of space truss) using tension coefficient method". Tension coefficient method is derived from method of joints of truss analysis.. In tension coefficient method, equilibrium conditions are applied at the at jpints having maximum three unknown forces in terms of tension coefficient. After calculating tension coeffi...
Design of Isolated Footing solved problem: Reinforcement detail, check for shear, development length
มุมมอง 1.7K2 ปีที่แล้ว
This video explains the calculation of reinforcement in footing along with check for shear which is very important step in design of footing. Check for development lenght is also explaind along with reinforcement detailing in footing. This is the last part of videos on deisgn of isolated footing. #DesignOfFooting #IsolatedFooting #RCCFooting #footing #footingdesign #designifisolated
Calculate load transferred from Two way Slab to beam: Numerical Example
มุมมอง 1.6K2 ปีที่แล้ว
Calculate load transferred from Two way Slab to beam: Numerical Example
How to calculate load transferred to BEAM from SLAB
มุมมอง 1.6K2 ปีที่แล้ว
How to calculate load transferred to BEAM from SLAB
Comparison of Working Stress Method (WSM) & Limit State Method (LSM) with concepts
มุมมอง 1.3K2 ปีที่แล้ว
Comparison of Working Stress Method (WSM) & Limit State Method (LSM) with concepts
Singly reinforced beam: Numerical example on stresses, Moment of resistance
มุมมอง 1.3K2 ปีที่แล้ว
Singly reinforced beam: Numerical example on stresses, Moment of resistance
How to assign Column Hinges in ETABS (concepts) ; Also Understand nonlinear Static Pushover Analysis
มุมมอง 1.8K2 ปีที่แล้ว
How to assign Column Hinges in ETABS (concepts) ; Also Understand nonlinear Static Pushover Analysis
Hinges in ETABS ; Beam Plastic Hinges ; Meaning , Concept and application in ETABS
มุมมอง 2.7K2 ปีที่แล้ว
Hinges in ETABS ; Beam Plastic Hinges ; Meaning , Concept and application in ETABS
Performance Based Design | Geometric and Material nonlinearity | Nonlinear Analysis in ETABS |
มุมมอง 7172 ปีที่แล้ว
Performance Based Design | Geometric and Material nonlinearity | Nonlinear Analysis in ETABS |
What is Material Non-linearity / Geometric Non-linearity, Linear and Nonlinear Analysis - Concepts
มุมมอง 1.8K2 ปีที่แล้ว
What is Material Non-linearity / Geometric Non-linearity, Linear and Nonlinear Analysis - Concepts
When to Model the SLAB as SHELL or MEMBRANE in ETABS Software, Meshing, Linear Modeling of building
มุมมอง 1.8K2 ปีที่แล้ว
When to Model the SLAB as SHELL or MEMBRANE in ETABS Software, Meshing, Linear Modeling of building
What is DIAPHRAGM effect, Load Combinations in Seismic Analysis using ETABS Software
มุมมอง 3.1K2 ปีที่แล้ว
What is DIAPHRAGM effect, Load Combinations in Seismic Analysis using ETABS Software
Linear and Nonlinear Seismic Analysis using ETABS software Introduction to seismic analysis concept
มุมมอง 9742 ปีที่แล้ว
Linear and Nonlinear Seismic Analysis using ETABS software Introduction to seismic analysis concept
Understand Basics to Analyse Continuous Beam using Flexibility Matrix Method in Simple Way
มุมมอง 14K2 ปีที่แล้ว
Understand Basics to Analyse Continuous Beam using Flexibility Matrix Method in Simple Way
Stiffness Matrix Method: Beam with Sinking of Support problem; Simplified steps easy to understand
มุมมอง 2.3K2 ปีที่แล้ว
Stiffness Matrix Method: Beam with Sinking of Support problem; Simplified steps easy to understand
Flexibility Matrix Method : Complete analysis of Continuous Beam with SFD BMD in TWO different ways
มุมมอง 3.7K2 ปีที่แล้ว
Flexibility Matrix Method : Complete analysis of Continuous Beam with SFD BMD in TWO different ways
Consistent Deformation Method Fixed Beam : 3 Different Ways to Analyse; Use whichever you like
มุมมอง 5K2 ปีที่แล้ว
Consistent Deformation Method Fixed Beam : 3 Different Ways to Analyse; Use whichever you like
Analysis of Propped Cantilever & Fixed Beam ; Consistent Deformation Method;; Step by Step
มุมมอง 16K2 ปีที่แล้ว
Analysis of Propped Cantilever & Fixed Beam ; Consistent Deformation Method;; Step by Step
FORCE methods and DISPLACEMENT methods for analysis of Indeterminate Structures
มุมมอง 11K2 ปีที่แล้ว
FORCE methods and DISPLACEMENT methods for analysis of Indeterminate Structures
Consistent Deformation Method: Analysis of Fixed Beam with Different EI : Numerical Example
มุมมอง 1.8K2 ปีที่แล้ว
Consistent Deformation Method: Analysis of Fixed Beam with Different EI : Numerical Example
5 Important Steps in Analysis of Fixed Beam with Sinking of Supports: Consistent Deformation Method
มุมมอง 2.5K2 ปีที่แล้ว
5 Important Steps in Analysis of Fixed Beam with Sinking of Supports: Consistent Deformation Method
Analysis of Multi storey frame using Moment Distribution Method: Numerical Example
มุมมอง 11K2 ปีที่แล้ว
Analysis of Multi storey frame using Moment Distribution Method: Numerical Example
SWAY PROBLEM: Moment Distribution Method, Analysis of unsymmetrical portal frame, Simple Explanation
มุมมอง 4.3K2 ปีที่แล้ว
SWAY PROBLEM: Moment Distribution Method, Analysis of unsymmetrical portal frame, Simple Explanation
This is not the right manner to teaching on online mode please use paper and pen so it can be easy to understand.... Hope you will understand ma'am
Thanks for suggestions.. Actually I had created this channel to reach out to my students during Covid period. Since I am very busy as HoD of reputed institute I prefer to share my knowledge as per my convenience. My advice to you is If you are unable to understand my presentation then you can look for what is comfortable to you. Many platforms are available. All the best.
❤❤❤
pls which textbook are you using for structural analysis
This is from my 30+ years experience.. logic developed by me.. not given in any book.
Respected mam, I have greate confusion between two questions 1. List various methods to calculate deflection of beam 2. List various methods to analyse indeterminate structures.
Second question is normally referred to calculation of bending moment and shear force to draw BMD and SFD.
Respected madam, very nice explanation. In this one thing I did not understand is how l (moment of inertia) is assumed as I, 2I, 1.5I .
It is given data not assumed
नमस्ते मॅडम Will you please share a numerical example on designing of beam with wall load+slab load+self wt for a two span continuous beam with point load also...
Okay.. I will try to share at the earliest
Full Detailed video, all confusion is cleared. Excellent ❤
Thanks for comments.. Best wishes
Thank you sir!
Thanks
Thank you sir!
Thank you Madam, for clearing the concept
Best wishes
Madam, you have made the video in such a way that even a beginner can thoroughly understand. Thank you so much
Good to know that this helped you .. please share to needy students if you feel appropriate
why dont you include two way slab, continuous beam and column design on your youtube channel fore free.
Busy schedule.. I will try to upload in future
Ma'am 13 quintal steel is enough for 120 sqm slab
It depends on various parameters.
Mam, what is difference between Global Stiffness matrix and Stiffness matrix?
Element stiffness matrix is for a particular member where as global stiffness matrix is sum of all the element stiffness matrices for that structure.
Thank you! It's so helpful!
Glad it was helpful!
thanks a lot...love and respect from B angladesh
Thanks
great explanation with excellent preparation of slides maam, just found out about the channel, im studying for exams referring videos, thanks for the effort for bringing your knowledge to youtube. also please if you get free time, please try to make conjugate beam and unit load methods videos maam, thanks again for this amazing content
Sure.. Thanks for your comment
Namaste ma'am , I love your teaching style After long time you uploaded a video
Yes.. due to busy schedule.. Thanks 🙏
Hedao madam
mam thoda fast boliye
This is for slow learners. You may watch other channels suitable to your speed.
Dear madam, if moment at internal hinge is zero, then why is the load at D in the conjugate beam is not becoming zero?
Since the external unit moment is applied at hinge, the value of bending moment at hinge is one…and hence the load on CB at hinge is not zero.
@@DrSuchitaHirde_CivilEnggVideos thank you so much madam, for your response.
Madam I want to aquire your book Steel Sturcture. Is it be available in digital copy and where to find it?I would pay for digital copy if it'll be made available. Please reply 🙏
You may contact Narosa Publishing house, New Delhi. Contact details are available on their website.
An excellent explanation tanks so much Dr.
Thanks
How can i get your contact ma .i find your explanation so useful
Thanks 🙏 You may contact me through massage on this channel
How can we get this ppt madam, please provide pdf link, these are very very helpful content, Don't know How I miss this videos before, Really helpful ma'am
Ppt not available online
@@DrSuchitaHirde_CivilEnggVideos can I get these pdfs ma'am through mail. Please provide your email id so that I can contact and take these files ma'am
Waahh.. Very helpful ma'am, Thank youu so much, After very long time I found correct teacher👩🏫 to explain things like cake walk. Looking forward for many videos ma'am
Thanks .. Best wishes
please solve a problem containing two internal hinge
Sure
Thanks alot mam for valuable information
Thanks and all the best 👍
Thanku ma'am nicely explained
Thanks Swati 😊
Very Nice Video, my question is I modelled a structure and inserted slabs using both methods as shell thin and membrane, when modelling slabs as shell thin, the supporting beams had considerably less bending moments almost 80% less, while membrane slabs were transferring full loads to beams as expected, therefore In real life situation what moment should I design the beam with? Should I design the beam with the moment from Shell thin or membrane method? In the same context, when designing slabs as shell thin, even if the slab has its own stiffness, well understood, then how does the load transfer path look like? How does the load reach to the column? Wouldnt it require to pass through beams and then to the column, if so wouldnt the moments in the beam be high? And eventually be same as the beams from the membrane slab method analysis?
Membrane is equivalent to frame without slab. In reality the thin shell with property modifier of 0.001 may be used as conservative approach or else thin shell with usual property modifier as per IS 1893 are used as optimistic design approach.
thank you madam😊.pls suggest me good book for structural analysis for beginner and advanced student.
Thanks for comment.. you may refer NPTEL pdfs available online
Thank you ma'am
Thanks for appreciating efforts.. very few feel to do so 😊 Best wishes
I had a very basic doubt madam. Let say normal load on a column is 50Tonnes so we design that column factoring the load and thus taking 75Tonnes for its final design. Now, while designing footing we need to multiply 50 by 1.1 or 75 by 1.1
Size on the basis of 50 x 1.1
@@DrSuchitaHirde_CivilEnggVideos So, in that case if 60 tonnes of load occurs on column then it would sustain and transfer to footing, but Footing would fail as we have taken 50 x 1.1 = 55 Tonnes for footing design, am I correct here madam ?
Since thickness of footing is decided on the basis of factored upward soil pressure, it will not fail.
thankyou madam 🙏
found it very useful watching it again after 6 months
😌 good to know that
extremely helpful video
Thanks for your comment 🙏 Please do share if you feel appropriate .. my best wishes
Thanks again for our video mam
Most welcome
This is not a structural bracing. It's architecture design.
This is rod bracing to reduce wind effects in high rise buildings.
I guess you can use the force on this toilet... automatic flush and the seat rotates.
Yes.. May be
I live in Germany. It starts flushing and cleaning itself when you leave the toilet cabin, it is triggered by opening the door of the toilet cabin when you leave. There are also self-cleaning toilets in France: You need to leave the whole toilet cabin during the cleaning process, therefore I cannot tell what is exactly happening there. But it sounds like they would clean the whole cabin then (it takes a very few minutes before the toilet can be used again).
Mam your video saved me this time. Kudos from Bangladesh❤Keep making such video
Feel glad to see that these videos are also helping students of other countries 😊 Thanks and all the best 👍
Thank you very much mam❤Love from Bangladesh❤
Good to see that it helped you.. please share if you feel appropriate for the benefit of others 🙏
Mam please Make the same video for flexibility matrix also
Sure
Very nice hope u have more videos like this
Thanks 🙏
Thank you mam for clearing all my doubts.
Good to know that.. All the best 👍
Mam ur explanation was really osm...but in first method you add all the areas A1 to A6 I think we have to substract A5 and A6 in slope...plzz note my doubt .... At 13.00 min...
We have to add or subtract the area as per the sign shown on the figure.
Got it mam...
Mam is it necessary to the the origin point as the intersection point of all member or to take the most left on point
You can take any point as origin.. Just try same problem with different origin, you will get same results.
the shear force value is not 45 .43 because 124.37-240=115. @dr.suchitha hirde
Thanks for your comment. There are some typographical mistakes. Please refer correct SFD at 38.14 min. Also correct RB value on sketch as 188.39 kN. Thanks and best wishes.
Excelent video Dr. Hirde Thank you
Thanks and best wishes
At 54:50 we arrived to conclusion that Mb is hogging so we reversed the direction. Further in calculation of BM@A we have taken reversed direction of Mb but also took the sign -ve , shouldn’t be a +ve sign as the direction is already reversed??
If the force/ moment creates hogging effect we have to write it negative while writing BM equations since our sign convention to write BM equation is sagging positive and hogging negative.
which software?
ETABS
keep it sir ❤️
Thanks
Request to upload part 4 and 5 of etabs....
Uploaded
Thank you ma'am...