English is very sweet, very clear, very friendly, very easy & very fantastic language but I don't know why sap2000 videos in you tube is full of Arabic and other local languages...plz upload more and more videos, also upload videos on graphical user interface and cylindrical coordinates of sap20000
Please make tutorials series on one-way slab, two-way slab and flat slab design in SAFE.. it will be better if you design and analyzed the same slab in SAFE... an d Thank you once again..you are doing great job man.. Love and support from Pakistan
See comment above by Faraz Khan "Only step missing is go to define ---> load patterns ---> and make the self weight multiplier of dead load as zero. to get the accurate result."
You have to pay for remaining videos. This is the usual trick by many youtubers they give some sample videos to attract audience then ask to pay for remaining or full content of the course
Yes exactly sap has taken into account the self weight, in fact you will have noticed also that the shape of the bending moment is not triangular as you expected. Don't get puzzled, just watch the video in order to understand how you can display the bending moment, shear and so on. It is a good video. Cheers
Your analysis resutls are false. The support reaction should be 2.5 KN and max moment should be (2.5 x 5 = 12.5 KN) as per mannual calculation. The reason for this error in your sap2000 results is because of the load pattern and the dead load multiplyer. Please make a correction. The SFD you shown in this video is also false. Tip: Just don't follow sap2000 blindly, do manual calculations as well to cross-check.
![SAP 2000 Tutorial For Beginners [Chapter 2]: Introduction Part 2](http://i.ytimg.com/vi/bbJG9k0ktds/mqdefault.jpg)
![SAP 2000 Tutorial For Beginners [Chapter 2]: Introduction Part 2](/img/tr.png)
![SAP 2000 Tutorial For Beginners [Chapter 3]: Modelling of a Building](http://i.ytimg.com/vi/BOdYsb608-Q/mqdefault.jpg)
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I want to give a big thank you. I had no idea how this software works and had my first Masters Degree Assignment regarding this. Thank you!
Please find the full tutorial series at:
www.udemy.com/sap2000-complete-tutorial/?couponCode=SAP2000_3
brother why the value analysis in this example are not same with manual analysis.can u explain a bit detail
You truly understand what beginners can expact from first video. You really started from the basics. Thanks
Only step missing is go to define ---> load patterns ---> and make the self weight multiplier of dead load as zero. to get the accurate result.
Its not working
Bro thanks so much. You are a lifesaver i have an assignment due tomorrow and you saved my life
This is the the best tutorial of SAP2000 for beginners.
English is very sweet, very clear, very friendly, very easy & very fantastic language but I don't know why sap2000 videos in you tube is full of Arabic and other local languages...plz upload more and more videos, also upload videos on graphical user interface and cylindrical coordinates of sap20000
very interesting i m a civil engr batch 2017 from pakistan
I love your VOICE..Better understanding english...
hey dude. i am a colombian engineer. thanks so much for this videos.
Please make tutorials series on one-way slab, two-way slab and flat slab design in SAFE.. it will be better if you design and analyzed the same slab in SAFE... an d Thank you once again..you are doing great job man.. Love and support from Pakistan
hey buddy unfortunately I have low quality of video of ur chapter 7..can u help me with that..u r actually a good teacher..
easy to understand thank you
Thank u for teaching us
Very instructing
Thank you so much!
Hi ,thank you so much for these videos why I cannot find the udemy course for the 19$ is it got expensive to 54.99$?
Very clear explanation thanks sir
Sir how did u say ,S2-2 is maxm and S3-3 is minm but it case of moment you told the reverse as per no wise..
Why the shear force is 4.14KN instead of 2.5KN at end as it is a SSB with point load?
See comment above by Faraz Khan
"Only step missing is go to define ---> load patterns ---> and make the self weight multiplier of dead load as zero. to get the accurate result."
But once we make dead load 0 it is showing error in analysing
Superb
very helpful!
Materials hiw do I change to use my country design codes and standards in this software
very good to understand, thank u sir
Well explained 💝
Please do video on full building analysis on SAAP 2000 and find result of base shear, story deflection, story drift, story stiffness and tortion
Check the description to get the complete course.
Thank you sir
Hello, i have problem with sap,when i draw a beam or column it didn’t show me , what is the problem?
Sir, After third chapter we are unable to find the remaining chapters..
You have to pay for remaining videos. This is the usual trick by many youtubers they give some sample videos to attract audience then ask to pay for remaining or full content of the course
Brother its 5KN force at mid how joint reactions are 4.14 it should be 2.5 each
It's because the self weight has been taken into consideration.
@@engineeringacademy9812 how to avoid that?
Can you help me what the step to set up water tank tower analysis using SAP2000? I am not familar with SAP2000
But analysis is not giving exact values... neither max bmd is correct nor the shear force diagram....can u plz say the missing step in this ?
Sir does SAP2000 Work on macbook?
Sir why these videos are shown as private videos?
can you model simple diagrid using sap2000, its trending now
Thaaaaanks a lot! love you
Any freelancer working on SAP 2000 software required for designing a base isolation technique??
remaining videos from part 4 are been deleted . will you please provide me with those videos too ???
Just wondering why the max moment is not 12,5kNm and the shear constant 2.5kN or -2.5kN
Max moment comes equal to 12.5 KNm only if beam is mass less. So maybe SAP has considered the self weight of default chosen steel member.
that makes sense..cheers
Yes exactly sap has taken into account the self weight, in fact you will have noticed also that the shape of the bending moment is not triangular as you expected. Don't get puzzled, just watch the video in order to understand how you can display the bending moment, shear and so on. It is a good video. Cheers
The same question am I asking
can u upload a video for design of vertical lift gate for canal .
thank you
lolek bolek is that really good video
Hello can anyone tell me how to model a square hopper bottom in sap2000?
how about SDS/2 software . how is the life in SDS/2 software in india .
I am not able to find the load in 3d view how to get that load
Vielen Dank!
Gòd video
why chapter after 3 are not available
can u send me the videos
how to download and Instal sap2000 ?
can you make a video on fluid viscous dampers analysis
😲
sap 2000 software link plz sir
Your analysis resutls are false. The support reaction should be 2.5 KN and max moment should be (2.5 x 5 = 12.5 KN) as per mannual calculation. The reason for this error in your sap2000 results is because of the load pattern and the dead load multiplyer. Please make a correction. The SFD you shown in this video is also false.
Tip: Just don't follow sap2000 blindly, do manual calculations as well to cross-check.
sir i want to watch all the videos in this playing list .
Nepali ???
hy ur Reaction value is not correct .
1
Difficult accent
sir i want all videos in this play list