You can always text - to speech. Pls man

Jane ndertuar ne 2017!😊

Kindly With voice too

Download link (CSI Bridge) with video please😢

ما في صوت ابدا

you just saved me thanks!!

More Robot less ETABS

ช่างเหนือ

Where is part 2??

ليش مافي صوت

would you share the Pdf file

THANK YOU BRO

like can u share with us the sap2000 file or at least the material used for design

Can we use pad foundation from 57:43 for fixed base connection verification? Can we check pier for concrete pull-out failure, concrete pry-out failure etc.?

Massive thank you Endri from Serbia!

Hello sir, can u make a video on the RCC bridge deck and explain how u r designing and taking all the values

you can do a geometric nonlinear analysis for me if everything

In 7,59 you take points from saap ,time acceleration. But in autodesk robot the diagrams axis are time amd velocity

Top!

does anyone know how to determine speed in the truck load in 19:43?

Thank you Please can you do the same for a prestressed concrete bridge?

hi, can you please send to me sdb file of modelling of bridge [email protected]

wow best work

Hello, would you mind to share your report file? i would like to learn from it.

thanks a lot sir

do you have hand calculations for this bridge? and share the file?

How did you get rid of the error in the plotting? Having problem with that. Thanks

where is the sound?

where did you get that 2.4515 value?

Buen video! Saludis, para los ingenieros de habla hispana dejo link de canal de estructuras nuevo. kzbin.info/www/bejne/b6XJeJ1ua76Bn5I

could you pleasee explaine to me whay you take for backling y 1.3 for inside beam and 0.35 for ouside beam

hello there is no bares at lower flange of beams, even if you make: at joints where adjoining elements are located. could you please explain this to me?

Wish you can speak and slow down. Any language will do. Please break it into 3 parts with voice.

No idea why you're using these... PLS is the best software for tower analysis and Bocad is the best for modelling and fab drawings

Would you like to upload files ...Please [email protected]

CAN YOU SHARE THE FILE PLEASE

Endri të lumt për projektin dhe punën e shkëlqyer.

Great job ,Sir! Could you please send me the file ([email protected])

detailing option is not available in my 2017 etabs soft . how can i get it pls tell me sir.......

Shumu bukur shqipe! Ke bere nje gabim me arkarecat. I ke vendosur te 2 krahet njesoj.. Duhet te vendosen sipas aksit te forte.. Megjithate vazhdo punen e mir.

can you please send me all files of this videow to my [email protected]. Thank you

great video. very simplistic. I just have one question. how do I model semi-circular column sections in prota? could you make a video which helps tackle common analytic errors? great work

Morning, I am a student more efficient between sap2000 with etab for building structure analysis? Thanks for your answer 🙏

Hi..thank you for this video...can I have a copy of your file?

Is it possible to receive the material?

how to modeling that bridge from begining?

Hi Endri, Thank you very much for sharing this with us. I just have a few questions regarding to your modal. 1. Will you consider the initial sway imperfection (EHF)? 2. How about introducing the rotational stiffness of the nominal pinned support. 3. Do you need to run the buckling analysis to see if the structure or members are sway sensitive. 4. do you need consider the bow imperfection of the rafters obviously they are also compression members? 5. can I ask why the calculations show the sway analysis for both axis are ignored for columns in GL 1 though I defined them as sway 1.0 facor? Many thanks.

What name of song?

part 2 ?

how can we know the most critical number of lanes loaded?