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why didnt use joint pattern for wall thickness

Klo ngeluarin support reaksinya gimana untuk dpt

thank you for this!!!!

Why do you not mention Pashto in the title of the video?

Why did you divide them instead of mesh.....!? Please explain when to mesh and when to divide..... please......

how to download crack?

pero no es diseño, solo analisis

Garbage

I liked how you explain sir. Thanks a lot. I see you are a great teach. May you have a wonderful day.

Can translate in english ?

In Prokon software i have designed retaining wall considering surcharge, backfill angle 15 degree and water table GBP is passing in prokon whereas in SAP2000 It's failing in GBP What's the solution for this

I think u should use "compression only" & choose "inward" instead of "outward" in ur area spring element .

Hello, thank you very much for your interesting videos, a question, for the design of reinforced concrete vaults and domes, do you have any tutorials? Thank you very much for your attention, regards

Sir, can u share the 3D model of this bridge? Please😍

why spring in local axis 2 direction ??? shouldnt be only in local axis 3

Can u explain please why choosing modal cable using frame object, what does exactly mean?

The video quality is too low.

د هيثم عياد انسبو العمل لاصحابه

TRY THIS SOFTWARE TO MODEL THE TANK IN A MINUTE ruclips.net/video/jOcPT4ZRr1U/видео.html

TRY THIS SOFTWARE TO MODEL THE TANK IN A MINUTE ruclips.net/video/jOcPT4ZRr1U/видео.html

Is there really no sound in this video?

Hello. I tried with this tutorial but the cable elements of my model take compression forces. What mistake can I be making??

Hello Can you vive me youremail

Pls add some voice in it ..so difficult to understand

No sound

Thank you sir for these video. Sir, can you explain how steel elastic links are provided between A shaped towers and deck section. How steel girders, crossbeams and cables are connected to concrete decks

Why the normal spring coefficient of the footing is not inward and set to outward ?

how did you calculate the joint patern coefficient C & D?

how to calculate the joints patern coefficients A, B, C & D?

Please put title analysis. This is not design. Kindly differentiate

For soil spring, need to consider both tension and compression ?

Could you tell me about dynamic motion of fluid inside tank during earthquake? How can we model it in SAP2000

Hello, here is a subscriber to the channel. I am carrying out a final project of a cable-stayed bridge. I have a doubt, since I would like to remove the axles from the braces without having to first do continuous beam analysis and project to see how much each cable takes. So if I decide to check it with the cables, I assign a very small area for it to catch all the corresponding reaction but it is not like that, the value is extremely low .... There is some way to see the axis of the tie rod without defining an area like what can be done with the frame element?

Hello, here is a subscriber to the channel. I am carrying out a final project of a cable-stayed bridge. I have a doubt, since I would like to remove the axles from the braces without having to first do continuous beam analysis and project to see how much each cable takes. So if I decide to check it with the cables, I assign a very small area for it to catch all the corresponding reaction but it is not like that, the value is extremely low .... There is some way to see the axis of the tie rod without defining an area like what can be done with the frame element?

THANK YOU CYKA BLYAT

Thank you

English

Sir your teaching is excellent .. can you provide me paid training on sap2000 software.. could you share your phone number or E-mail address please??

can u model a shear wall with fixed end and can u do the single and double layer reinforcement arrangement??? if u can pls upload a video

ruclips.net/video/jOcPT4ZRr1U/видео.html

Great stuff brother, keep this up

Sir can you plz teach me about analysis and design of retaining wall with pressure relief shelf in sap 2000

where's the point load???

Thank you add more videos

لو سمحت مفيش لينك تانى يكون فيه صوت ؟

14.8 e 6 steel modulus of elasticity but what is reference you had taken to design it...

Sir, can you provide me the link for the modelling of suspension bridge using SAP2000

Excellent! thank you

Gracias muy conciso