Відео

This is great ❤

great video. thanks for sharing. but you would have added audio

Waht is the units and limits

Hi sir, Thankyou for sharing, where to find the part 02 of the video

hello Whatsapp number plz

How to provide wind for this model

what is this 👉2"18 and 👉(T 8@mm c"c) full mining

How to know the value of the degree and number ? Cause i cant divide the slab like u

Thanks, it was helpful

Hola buen día. Los resultados de los esfuerzos axiales debido al peso propio no son coherentes respecto a la naturaleza propia de cómo trabaja una armadura reticulado .

thanks!!

how did you compute the development length?

Can i get the file Sir

Can you tell how to break the truss member, like if we have applied the redundant?

No unnecessary talks. Nice video

I might be wrong but the positioning of the #15 bent up rod in the beam cross section seems to be at odds with its positioning in the longitudinal cross section. In the longitudinal it lies higher than the #20s but in the short section it lies on the same plane as the #20s.

Next video: Retaining wall structure please

Radial extrusion kisa niklta hai

CAN WE USE INDIAN STANDARD CODES?

T8@20 c/c. Is 20 cm

T8@20c/c or T8@200c/c

good

good

It is so hard to follow some concepts without voices explaining what and why we doing that

hallo why the scale factor is 10 in 7.06

what is the software name called? and if you have a video that shows the introduction of the software, it would be nice.

could you please send me the question of water tank

thanks bruh

While opening a drawing menu there is an option of "working plans".....!! what is the use of it and how to use it..... please elaborate this

Thanks for the lesson,

Great work

Great work

How do we set to use our country design codes and standards ,if these a way of adding them kindly show how

Please share your contact number

How to fill arrows

Good presentation

Nice

Hello. Please continue with loading, anaysis and design. Thanks

8:37 The point at 1-B should have not been selected as the purlins created purlin onto the middle beam

Perfect❤

good information.

How to prepare report for this deck slab

Awesome information sir

Do you have a video for the proper loading

great work! i have a question: why didn't you add release in each member which make the whole truss doesn't carry any moment?

I have a few questions for you. Why you don't extend the main bars of the columns directly to the footing instead of providing dowels and why are the dowels made of T16 when the bars are T25. Another question is the cover against earth for the reinforcement in the footing is usually or at least 75 mm. But the bars in the columns exposed to earth has a regular cover which can be 25 mm. In Standard Detailing it is expected for the development length to be at least 450 mm. and that 3 binders/links should be in the footing, any ideas whether this is actually carried into practice on site. Thanks.

Thankyou so much

Thanks alot but Where are the others part 6........

does etabs check or design the negative reinforcement ?

Waiting for structural detailing complete drawings If clear explanation with voice over it will be great, otherwise need to check point to point Most of the people show disinterest without voice over, kindly do videos on structural detailing drawings in autocad for beginners too understand easily,then ur channel vl also grow