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SHAHgordi
Финляндия
Добавлен 22 май 2022
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We provide high-quality video content for juniors and seniors in engineering. Our academy offers a wide range of courses and tutorials designed to help you learn at your own pace and on your own schedule. For now, our content is only in English. However, we are trying to have the Finnish version as well. Other languages can be provided per request.
We provide high-quality video content for juniors and seniors in engineering. Our academy offers a wide range of courses and tutorials designed to help you learn at your own pace and on your own schedule. For now, our content is only in English. However, we are trying to have the Finnish version as well. Other languages can be provided per request.
Directional Method for Dimensioning Fillet Weld | Eurocode 1993-1-8
After a thorough understanding of the fillet weld dimensioning process and calculation of the geometrical properties of welds, we have reached a point where we can now proceed with the directional method as per the guidelines stated in the Eurocode 1993-1-8. However, it is essential to note that the overall concept may be the same for users of different standards, such as AWS, ASME, CSA, and others.
In order to help you better understand the directional method in accordance with the Eurocode standard, we have created a video that explains the entire process in detail. Additionally, we also have some examples of the directional method in the following videos, which will provide you with a ...
In order to help you better understand the directional method in accordance with the Eurocode standard, we have created a video that explains the entire process in detail. Additionally, we also have some examples of the directional method in the following videos, which will provide you with a ...
Просмотров: 250
Видео
How to calculate the stresses on the critical point of the weld?
Просмотров 1765 месяцев назад
The previous videos on calculating weld properties and transferring the applied actions on the centroid of the weld were just a warmup. It is time to go one step further to calculate the stresses on the critical points of the weld. This video will use multiple examples of calculating shear and normal stresses. These stresses can be caused by a torsional, bending moment, or normal and shear forc...
How to calculate the centroid and other properties of the weld?
Просмотров 3305 месяцев назад
As you may have noticed and according to available statistics, almost 80% of welded joints are made by fillet welding. Because of the importance of this type of weld, we decided to record a playlist regarding the design of fillet welds according to Eurocode. In this video, we will go through multiple examples regarding calculating weld centroid and other properties of weld-like area and moment ...
How the loads are transferred to the center of the fillet weld?
Просмотров 1925 месяцев назад
As you may have noticed and according to available statistics, almost 80% of welded joints are made by fillet welding. Because of the importance of this type of weld, we decided to record a playlist regarding the design of fillet welds according to Eurocode. In this video, we solve multiple examples in which the loads in the structure are not necessarily applied at the center of the fillet weld...
Fillet Weld Design | introduction to Eurocode
Просмотров 1965 месяцев назад
As you may have noticed and according to available statistics, almost 80% of welded joints are made by fillet welding. Because of the importance of this type of weld, we decided to record a playlist regarding the design of fillet welds according to Eurocode. In this video, different basic concepts like effective throat thickness are explained as an introduction to the topic. #SHAH_Oy #shah #sha...
SDOF | Effect of Load Frequency on the System Response | Undamped Forced vibration
Просмотров 696 месяцев назад
In the previous video, we analyzed the response of a system under harmonic loading, ignoring the effect of damping using Ansys. In this video, we will delve deeper into the topic by assessing the effect of load frequency on system response, and we will see what happens when the value of load frequency approaches a value close to the system’s natural frequency. #SHAH_Oy #shah #shahgordi #civil_e...
SDOF | Ansys Modeling | Example of Undamped Forced Vibration with Harmonic Loading
Просмотров 906 месяцев назад
In the previous video, we solved an example of an SDOF system under forced vibration without damping and understood the effect of load frequency on system response. In this video, we will show you how to model it accurately by adjusting the settings in Ansys. We will also compare the results obtained from the Ansys simulation with hand calculations to ensure that the model is precise and reliab...
SDOF | Example of Undamped Forced Vibration | Harmonic Loading
Просмотров 666 месяцев назад
In the previous video, we analyzed the response of a system under harmonic loading, ignoring the effect of damping. In this video, we will delve deeper into the topic by solving a practical example that will allow us to explore the impact of various factors, including the loading frequency, on the system's response. By examining these factors, we will better understand how the system behaves un...
SDOF | Undamped Forced Vibration | Harmonic Loading
Просмотров 456 месяцев назад
In our previous video, we explored the behavior of underdamped systems in free vibration, discussing their various characteristics and properties. In this video, we will be delving into a more detailed analysis of the response of a system under forced vibration with harmonic loading. We will be examining the effect of frequency of loading on the system's response. In the following videos, we wi...
SDOF | Ansys Modeling | Second Example of Free Damped Vibration
Просмотров 946 месяцев назад
In the previous video, we demonstrated how to model an underdamped single degree of freedom system in Ansys. In this video, we will dive deeper into a second example and show you how to model it accurately by adjusting the settings. We will also compare the results obtained from the Ansys simulation with hand calculations to ensure that the model is precise and reliable. By doing so, we will be...
SDOF | Ansys Modeling | An Example of Free Damped Vibration
Просмотров 966 месяцев назад
In the previous video, we explored two practical examples of underdamped single degrees of freedom, and we learned how to solve them. In this video, we will delve deeper into the first example and model it in Ansys. We will cover all the settings and adjustments required to model the system and accurately obtain reliable results. Furthermore, we will compare the results of the Ansys simulation ...
SDOF: An Example of Free Damped Vibration
Просмотров 626 месяцев назад
In the previous video, we delved into a detailed discussion of the behavior of underdamped systems. We analyzed the structure's response under different conditions and outlined the corresponding response equations. We explored the concept of damping, which is the resistance of a system to oscillation, and discussed how underdamped systems oscillate with a decreasing amplitude over time. This vi...
SDOF: Damped Free Vibration. Underdamped systems.
Просмотров 597 месяцев назад
In the previous video, we delved into the topic of overdamped structures and learned about the concept of critical damping. In this video, we will be focusing on underdamped systems and their behavior. We will examine the structure's response under different conditions and obtain the relevant response equations. By the end of this video, you will better understand how underdamped systems behave...
SDOF: Damped Free Vibration. Overdamped and critical damped systems.
Просмотров 527 месяцев назад
In the previous video, we discussed how to model a free vibration system in Ansys; however, in this video, we will delve deeper into free vibration but with damping. Damping refers to the energy dissipation in a vibrating system that reduces the amplitude of its oscillations over time. Thus, it is an essential characteristic of realistic mechanical systems, and understanding its effects is cruc...
Ansys Modeling, SDOF: An Example of Free Undamped Vibration
Просмотров 897 месяцев назад
In the third video of the Dynamic of Structures playlist, we discussed a scenario where a structure could vibrate independently without any external load or damping. We demonstrated this through an example problem, where we used the principles of structural dynamics to explain the phenomenon. This video will take the same example problem and model it in Ansys. By doing so, we can obtain a more ...
SDOF: An Example of Free Undamped Vibration
Просмотров 739 месяцев назад
SDOF: An Example of Free Undamped Vibration
Dynamics of Structures: Introduction and Basics
Просмотров 2259 месяцев назад
Dynamics of Structures: Introduction and Basics
Inclined Beams RFEM Modeling and Comparison with Hand Calculations
Просмотров 1899 месяцев назад
Inclined Beams RFEM Modeling and Comparison with Hand Calculations
Analysis of Inclined Beams Under Different Load Cases
Просмотров 1,1 тыс.9 месяцев назад
Analysis of Inclined Beams Under Different Load Cases
Load Combinations From RFEM in Comparison with Hand calculation (Part3)
Просмотров 1759 месяцев назад
Load Combinations From RFEM in Comparison with Hand calculation (Part3)
Favorable And Unfavorable Load Combination (Part2)
Просмотров 6189 месяцев назад
Favorable And Unfavorable Load Combination (Part2)
Favorable And Unfavorable Load Combination (Part1)
Просмотров 1,1 тыс.9 месяцев назад
Favorable And Unfavorable Load Combination (Part1)
Load Combinations According to Eurocode
Просмотров 2,2 тыс.9 месяцев назад
Load Combinations According to Eurocode
Lateral torsional Buckling: A Commonly Used Equation (Part 4)
Просмотров 2299 месяцев назад
Lateral torsional Buckling: A Commonly Used Equation (Part 4)
Collapse Load of Indeterminate Beams RFEM Modeling (Part 3)
Просмотров 1159 месяцев назад
Collapse Load of Indeterminate Beams RFEM Modeling (Part 3)
Collapse Load of Indeterminate Beams (Part 2)
Просмотров 1639 месяцев назад
Collapse Load of Indeterminate Beams (Part 2)
Collapse Load of Indeterminate Beams (Part1)
Просмотров 2009 месяцев назад
Collapse Load of Indeterminate Beams (Part1)
Asymmetric Cross-Section: Neutral Axis (Part 3)
Просмотров 2629 месяцев назад
Asymmetric Cross-Section: Neutral Axis (Part 3)
Principal Moment of Inertia: Asymmetric Cross-section (Part 2)
Просмотров 2189 месяцев назад
Principal Moment of Inertia: Asymmetric Cross-section (Part 2)
Sorry but very boring way of presenting. Nevertheless less thanks for the efforts.
I think the value of critical lateral torsional buckling is for ends which are restrained against warping. what will be the support definition in ANSYS in case there is no warping restraint at ends?
Can this software use AISC?
commenting for the algorithmn
You deserve Five million views. Thank you!
Excellent explanations in the video as well as in the courses in Aalto university! Thank you.
Can I get the autocad file?
Helped a lot
thanks for share.
plz send me ur model
it was very fast and not useful need to by slower and with explaination
❤🎉
Either we find a way or create one 💥❤
Excellent ❤❤
amazing video👏👏
Amazing video I've been learning a lot with you thank you very much hugs from Brazil.
nice . try to make video and post us how we can combine imperfection and P delta with different primary load cases as per Eurocode
thank you so much for this video. it was so helpful. please more videos . thank you from (italy)
Excellent video
Hats off ❤❤
You explain very well and to the point. Thanks for the videos ❤❤❤
Please help me
Great Explanation..thank you
Great video!
Hyvä video, kiitos paljon, Tässä on suosikkini rakennusinsinöörivideoni englanniksi.
Finally someone calculates an asymmetric body. This helped me a lot, thank you!
Thanks for your sharing!
Interesting video !
Hello, Thank you verry much for your videos. Can you, please, do a video with calculation of effective legth with the yield line methode? Thanks
Thank you verry much!
Hello Ahmed, Thank you verry much for your videos. Can you please tell us the material you use for illustration ? Thanks
You have just skipped a good chunk of the reality by modelling the bolt connections in this way.
Hello, Hooman, and thank you for your comment. You can check videos 14 and 15 of this playlist to determine if it answers reality. :)
Please help me
How can I get the post buckling behaviour of the beam (i.e when P>Pcr)? I want to get the shape of the beam (w(x) and phi(x))
Hello Mrunal, Well, the used method here is shape function approximation. For the shape function of the beam in post-buckling, a mathematical theoretical solution might be the best option. However, that would be sophisticated mathematical equations.
@@shahgordi Thanks for your comment! Would you recommend any literature for the same? Your recommendation would be very helpful!
"promosm" 😻
Great video! Gr from Georgi :)
Hello Georgi, Thank you and miss you :)
Great channel, keep up the good work!
Thank you for the support. I try to :)
Very clear explanation, thank you!
Glad you enjoyed it!
A really nice video. I love theoretical explanations because make you understand the use of formulae. Thanks a lot!
Thank you for the support.
amizing video and very sufficient on learning
Glad you think so!
Can you please explain how we can optimize the longitudinal reinforcement for continuous beam section ?also the stirrups near to support and in the middle of the span according to Erocode
Hello Ahmed, I still need to record another video for you. It was a busy week recently. I will try to record these videos ASAP. The following week is the last of the school; after that, I have more time to record these. Thank you for your support. :)
Amazing!
Thank you! Cheers!
Can you explain how to design details of construction joint between 2 slabs near to support? How the shear force for new slab can affect on reinforcement as well
Hello Ahmed, I will record a relevant video within one week. Hopefully, it helps.
Thank you, Ahmad. Please add chapters for easier navigation :) ruclips.net/video/b1Fo_M_tj6w/видео.html
Thank you Krill for the link. I will improve them. Perfect :)
Excellent! 👏👏
Thank you! 😃