Видео

How did u select to make sure that no shells are overlapping each other.،??

Incomplete knowledge u have

the shorter side of the column should be perpendicular to the orientation of the longer beams length, which is equivalent with saying the deapth of the column should be aligned or parallel with the length of the longer beam, i hope that was what you mean.

Good morning everyone, I'm trying to use ETABS to design Reinforced Concrete box culvert, after successfully designing the model I can't proceed to run the analysis. I have been trying my possible best to get the analysis but the process is not scaling through. Please I need help and guidance on how to run the analysis please. This thing is giving me headache

Hi Sir, Can we build a partition wall with no beam under it will it hold on or will It cause any structural problems. My slab is 15 years old..

can we export rebar to revit?

Sir, if you consider the volume of a tank as 1 m³ ( 1000 kg ), then the weight of water is 10 kN/m². This value remains constant regardless of the tank's dimensions, doesn't it?

sir pls show complete slab analysis for partition wall load, its reinforcement and detailing. i would like to join for 6 month course..

sir you will be giving etab and rcdc software ?

Tienes alguna explicación de por qué no me deja exportar las vistas a archivos dxf ?

Good Job Mate!

Thankyou so much sir for help,

Thank you, very informative and helpful for this type of problem. 🙏🏼

This is what I was waiting for a long time, Thank you🙏

You are my guru (Teacher)❤ sir....

I need excel sheet, how can I get

very nice ❤ explanation

Unable to read analysis plz help

Hey, i need some guidance regarding my FYDP. Can i reach you out at email?

I really want to learn and grab the concept of structural design

Please can I get videos on simple structural designs?

speech over speed

Sir 1 kN kitna load hotta hai

Top quality sessions!

Looking forward for the course

Thanks sir

Sir, in the third scenario, suppose I constructed a 100mm thick slab and later added a 4.5-inch thick wall on top without installing a beam underneath. Upon applying a wall load to the null beam and conducting an analysis in ETABS, the slab fails. What would be the appropriate course of action in this case?

Can we use null beam when applying response spectrum load case too???

You explained beam shear reinforcement with columns stirrups conditions

What if I have assigned different properties to different beans sections ? 😢

Please provide me the coupon code.

Sir please check your mail

Sir, thank you, very much...Hanes here of Philippines....

Where's the link bro?

ruclips.net/video/IqGwcViYKB8/видео.html Please how to fix beam draw error in Etabs 20?

10, 000kg

Please provide excel file of this.

In etabs export to tables access is not highlighted

How to apply seismic load the building if center diafragma not in X and Y global direction sir..normally when I apply the seismic load the displacement not in X direction local or Y direction local way

Thank you this was a fantastic breakdown, am doing a structural engineer course on udemy and its great too, but they did not speak on the depth always being the longer side of the column properly or explained about the major axis and minor axis, but that course with your explanation and drawings made it very clear thanks

Excellent tutorial however I had to reduce the speed to 0.75 hahaha but I subscribed

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Very useful information provided by

"Excuse me, how can I configure automatic meshing in this version of SAFE? I am receiving the following warning: 'Warning: Check meshing, At area 2 (5.67% Increment).' Interestingly, the warning decreases as I increase the area of the footing. This seemed unusual to me, considering that there are only two rectangular footings, and there is nothing irregular that would require manual meshing."

how to get the beam detailing excel file?

Very simple to understand and your way of teaching is very good.Thank you sir

How to solve modal mass participation ratio not reaching 90% in a axis and frequency greater than 33hz in that mode ?? I'm having issues in my building project

Bro is there any way we can use staadpro for free

Amazing sir