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Mr EngineerO
United States
Приєднався 14 тра 2023
Hi Dear Civil Engineers
This channel is for civil engineers as well as engineers who are working in the field of designing steel and concrete structures or are interested in learning structural design. I will be happy to answer your questions in the form of practical design examples. Also, in this channel, I try to make 2 to 3 useful training videos on the channel every week. I hope that we will be up to date with more practice and study.
This channel is for civil engineers as well as engineers who are working in the field of designing steel and concrete structures or are interested in learning structural design. I will be happy to answer your questions in the form of practical design examples. Also, in this channel, I try to make 2 to 3 useful training videos on the channel every week. I hope that we will be up to date with more practice and study.
Why & How Accidental Torsion Assign in ETABS?
In this tutorial, you will learn why Accidental Torsion is considered in the structure and where it can be defined in ETABS and how to consider Accidental Torsion. The answer is assigning the diaphragm to the floors.
#ETABS#structuralEngineering#CivilEngineering
If you want to see my next videos, please activate the bell and subscribe my channel so you don't miss the latest design tips in ETABS and SAP2000 Designing
#ETABS#structuralEngineering#CivilEngineering
If you want to see my next videos, please activate the bell and subscribe my channel so you don't miss the latest design tips in ETABS and SAP2000 Designing
Переглядів: 121
Відео
How To Perform Temperature Analyze In ETABS?
Переглядів 19012 годин тому
In this tutoriaI, I explain the steps that should be considered in temperature analysis and design for a steel or concrete structures. You will learn a very important points in this tutorial. Remember that the most critical results should be used #ETABS#structuralEngineering#CivilEngineering If you want to see my next videos, please activate the bell and subscribe my channel so you don't miss t...
How To Define Variable Concrete Cover
Переглядів 14421 годину тому
In this tutorial, I would like to explain how to assign different concrete covers to the faces of a column or a wall or even a Beam. According to ACI 318-2019, the member face in contact with the soil should have at least 7.5 cm of concrete cover. Therefore, this is a very important issue that must be observed #ETABS#structuralEngineering#CivilEngineering If you want to see my next videos, plea...
Extreme Torsional Irregularity For Redundancy Factor
Переглядів 13914 днів тому
In this tutorial, I want to control another one of the 3 conditions necessary to get Rho=1. In fact, among the conditions (a) (b) (c), I will explain the condition (c). Condition (a ) has already been explained in some previous tutorial videos. If all three code conditions were met, then Rho=1 can be obtained. #ETABS#structuralEngineering#CivilEngineering If you want to see my next videos, plea...
Evolution Of ETABS
Переглядів 19121 день тому
this short video, you will see the evolution of ETABS software, I hope you enjoy it #ETABS#structuralEngineering#CivilEngineering If you want to see my next videos, please activate the bell and subscribe my channel so you don't miss the latest design tips in ETABS and SAP2000 Designing Software
In Your Idea Which Truss has more deflection?
Переглядів 27221 день тому
In this tutorial, we will see which of the Pratt, Howe, or Warren trusses has the most Deflection under the same conditions. And finally, I will ask you if you as an engineer would allow this amount of Deflection even if the code allowed it. #ETABS#structuralEngineering#CivilEngineering If you want to see my next videos, please activate the bell and subscribe my channel so you don't miss the la...
How To Calculate Number Of Bays For Redundancy Factor?
Переглядів 22628 днів тому
In this educational video, I want to teach how to calculate the number of Bays of seismic force resisting framing according to ASCE7-22, which must have at least 2 Bays on each side of the center of mass, so that we can take the redundancy factor as 1. This is one of the necessary conditions to consider redundancy factor 1, other conditions must be controlled. #ETABS#structuralEngineering#Civil...
Which Stories Should Be Considered For Redundancy Factor?
Переглядів 320Місяць тому
In this tutorial, we want to discuss one of the criteria for calculating the Redundancy Factor according to ASCE7-2022. According to ASCE7, a floor whose story shear is less than 0.35 of the total base shear does not need to be calculated for that floor in the Redundancy Factor ρ. Join me in this video to calculate this simple matter. Be sure to watch and like this video #ETABS#structuralEngine...
Minimum Dimensions For Special Columns?
Переглядів 200Місяць тому
In this tutorial one of the features of the special moment frame will be mentioned, which ETABS cannot control alone and must be controlled by the structural designer. Be sure to watch and like this video #ETABS#structuralEngineering#CivilEngineering If you want to see my next videos, please activate the bell and subscribe my channel so you don't miss the latest design tips in ETABS and SAP2000...
How To Calculate Minimum Flexural Reinforcement For Foundations?
Переглядів 282Місяць тому
In this tutorial, I will explain one of the most important points of foundation design, i.e. the minimum flexural reinforcement (0.0018bh) . In fact, this amount of minimum flexural reinforcement is for shrinkage and temperature effects according to ACI318-2019 for one way or two way slabs most be used in both top and bottom faces of foundation. Be sure to watch and like this video #ETABS#struc...
How Special Moment Frame Beams Hoops and Crossties Look Like?
Переглядів 224Місяць тому
In this tutorial, I want to point out one of the most important features of special bending frames. And that is about alternat lateral supporting of the longitudinal bars of beams like columns.You will find out by watching this video in accordance with ACI318-2019 #ETABS#structuralEngineering#CivilEngineering If you want to see my next videos, please activate the bell and subscribe my channel s...
How To Design Shear Reinforcement For Foundation Punching Shear?
Переглядів 335Місяць тому
In this tutorial, we want to reduce the ratio of punching shear in foundations, instead of increasing the thickness of part of the foundation, we want to use shear reinforcement. Another solution to reduce punching in the foundation is using concrete piles under columns. #ETABS#structuralEngineering#CivilEngineering If you want to see my next videos, please activate the bell and subscribe my ch...
Crossties In Special Moment Frame Columns, AC318-2019
Переглядів 304Місяць тому
In this tutorial, I will discuss one of the important points of designing columns in a special moment frames and I will say that if the axial force of the column is more than 0.3Agf'c, all the longitudinal rebars of the column must have lateral support. #ETABS#structuralEngineering#CivilEngineering If you want to see my next videos, please activate the bell and subscribe my channel so you don't...
How To Reduce Torsion In Structure? Part1
Переглядів 579Місяць тому
In this tutoriaI would like to mention one of the methods of reducing torsion in structures. Regular structures are more desirable than irregular structures because their behavior during an earthquake is more predictable. In this tutorail by using the stiffness of columns and beams, we move the center of rigidity of the structure to reduce the distance between the center of mass and the center ...
The Effect Of Foundation on Fixity Of Columns Connection
Переглядів 3702 місяці тому
The Effect Of Foundation on Fixity Of Columns Connection
How Loading Can Cause Torsional Irregularity In Structures?
Переглядів 2302 місяці тому
How Loading Can Cause Torsional Irregularity In Structures?
How To Distribute OneWay Slabs Load To Beams?
Переглядів 2422 місяці тому
How To Distribute OneWay Slabs Load To Beams?
How To Assign Linear load On Contilever beams
Переглядів 1652 місяці тому
How To Assign Linear load On Contilever beams
How To Calculate Analytical and Fundamental period Of RC Structurrs?
Переглядів 1332 місяці тому
How To Calculate Analytical and Fundamental period Of RC Structurrs?
How To Assign P-Δ and p-δ In Steel Structures In ETABS
Переглядів 1922 місяці тому
How To Assign P-Δ and p-δ In Steel Structures In ETABS
How To Assign Unbraced Length Ratio Minor and LTB in ETABS
Переглядів 5462 місяці тому
How To Assign Unbraced Length Ratio Minor and LTB in ETABS
How To Calculate Overturning In Structures?
Переглядів 3243 місяці тому
How To Calculate Overturning In Structures?
How To Assign Design OverWrites For Columns ,Beams and Braces
Переглядів 3373 місяці тому
How To Assign Design OverWrites For Columns ,Beams and Braces
Columns Axial Force Capacity By Min Reinforcement
Переглядів 1493 місяці тому
Columns Axial Force Capacity By Min Reinforcement
Verifying Deflection Equations By ETABS
Переглядів 2273 місяці тому
Verifying Deflection Equations By ETABS
How To Copy and paste In Etabs Models?
Переглядів 4083 місяці тому
How To Copy and paste In Etabs Models?
How To Model Circular Industrial Roof In ETABS
Переглядів 2263 місяці тому
How To Model Circular Industrial Roof In ETABS
How To Model a Circular Space Truss Tank In ETABS?
Переглядів 2883 місяці тому
How To Model a Circular Space Truss Tank In ETABS?
How To Snap To Mid Point Of Objects In ETABS?
Переглядів 3573 місяці тому
How To Snap To Mid Point Of Objects In ETABS?
Good informative video
Thank you for the watching
Great videos to learn from.👏👍 5% in the ASCE is not that high. In the New Zealand standard its a requirement for 10% eccentricity. Its probably due to NZ being a high seismic region.
Thank you for watching according to ASCE7 the main reason is for deviation between 1-design 2-construction 3-loading
Very useful
thank you for watching Glad to hear that
where and when conditions structure we use temperature effect in Etabs
Thank you for watching please study this report Federal Construction Council Technical Report No.65 Expansion Joints In Buildings
@@MrEngineerO THANKYOU
Very informative... Thanks.
Very informative... Thanks...
Glad it was helpful!
Is it one way slab? I mean what is the mechanism of changing the orientation of a slab??? could you please give me the references on doing this? thanks.
Informative
Informative but what is the conclusion?
thanks. we dont need to model column or walls in SAFE but you can model foundation in ETABS with Structure
Informative. Please do speak and explain with your voice in videos
thank you for watching I will do
Like it. I am a big fan of Etabs.
NICE....👍 I have been using ETABS since the v9....
Thank you for watching
Wow, good information. Thanks
Very informative... Thank you...
Glad it was helpful!
Hello. Just a quick question. If you design the staircase should you add diaphragm, and if yes will it be the same as the other slabs?
Thank you for watching diaphragm is use only for floors to transfer seismic force to lateral resisting system
Very Informative.. Thanks...
Glad it was helpful!
Informative perspective
Thank you for watching
Good Morning ! Some parts are not showing clear for vedio resulation.
Sorry for that
DID YOu consider the weight of the walls on the when designing the slab in SAFE?
Thank you for watching structural walls weight are considered in etabs
Thank you Mr. engineer, I would like you to explain to us How do we design single foundations ( pad foundations not mat or raft ) for a concrete building in seismic design category SDC B & C and for wind and what is the full list of Load combination according to a aci 318-19 and ASCE 7-22 and how do we check the bearing capacity and pressure under foundations
Hi Sir, if you have time, would you mind make a clip for steel truss? just been confused about lateral torsional buckling. For example, when model main truss without sub bracing truss, program generates unbrace length ratio =1 that is make sense. However, when model main truss with sub bracing truss, the grogram generates unbrace length ration= length between sub truss/length of member between joints, so the unbrace length ratio > 1 too much and members are not pass. Thank you
Thank you for watching yes I will do in future
I like concept of the way you explain, no specking, good melodies that relax us when listening.
Glad to hear that!
Amazing sir
thank you for watching
Best
Thank you for watching
Very Informative... Thanks...
thank you for watching
Thank you, it was very useful .. but i wish to see how to draw or import and define strip footing on etabs from A to Z …thank you again 👌👍
❤❤ Can you please make a video on design of steel structure including connection design. Thank you in advance
Thank you
You're welcome
I like cases videos it's rarely to happen but really refreshing. Thanks for you
Glad you enjoyed it!
Nice video. Can u please make a video of structure haveing torsional irregularity and method to use torsional coefficient, plz?
thank you for watching please watch this link ua-cam.com/video/m18cjiez5Cs/v-deo.html
and this link: ua-cam.com/video/qqhhA_LsiYo/v-deo.html
But you have to put rebar in the middle of the beam also right?
Next video where? also can you please show us how to properly check joint shear in special frames.
Do not need to release restraints in etabs?
Can you please explain punching shear overwrites and what would be the effect of those parameters....?!
Thank you for watching I will try in future
Please calculate the fundamental time period of the building from code and also compare it with analytical value
Request to make video on flat slab design....
Will try
Wow! Thank you so much guru. I feel like a diploma compared to you.
Wow, thanks
Here, providing spacing of 100mm is with respect to both the directions. i.e.,. 100mm spacing for 6 sets direction and as well as 100mm spacing for 19 single leg rebar arrangement direction also, isn't it?
yes if there is no enough space we can use stirups wit 2 leg or increase rebar size
Very Informative... Thanks...
Glad it was helpful!
Please make a video on how to calculate length of circular pile and reinforcement
thank you for watching in future i will try to create such tutoriaI
Please make a video on how to calculate length of circular pile and reinforcement
my friend told me about this as we were talking about how to really achieve fully fixed supports detailing and about partially fixed supports. i know how challenging it is in reality how to achieve a fully fixed connection with RC detailing.
Very informative... Thanks...
Glad it was helpful!
Top
BLZ
Very informative... Thanks...
Glad it was helpful!
in case of pile, should we also consider in etabs model together?
thank you for watching it's better to be considered
thnx
thank you for watching
Thank you guru.
thank you for watching