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I have gone through the above steps but i wont be able to view top and bottom steel Please help me regarding this I am using the same etabs version 2021.ONLY STIRRUPS I CAN VIEW

👍 nice

Please provide excel sheet

How can i learn Etabs

Tacklin errors

Informative

Very bad explanation, speak in Hindi as your native language, garbage explanation delievered in English.

How to get this detailing feature in etabs 2018 v

I modeled a typical frame structure in ETABS 21. After running the analysis and design, and setting the rebar selection rules, when I go to the detailing, the beams on 1st, 2nd and 3rd floors show “No Design”. The cross sections in the detailing show 10mm by 10mm weird figures. Tried multiple times. Beams on the upper floor have full detailing. Everything is good with them. For all the stories except the ground story, even the cross section of the beam is the same. Can you please guide me what could be the reason for this?

Sir Could you please create a video detailing the slab using an Excel sheet? We've been eagerly waiting for it for a long time. I've been following you for the past 8 months, and I find your teaching skills amazing.

Can you have the modelling videos

aren't red values negative? meaning they're tension?

Hello, i have a problem, at the time of taking out the graphs it does not give me the option to choose a floor, everything comes out blank

Please share the link for this excel sheet.

How to buy the course? I am from UAE.

How do you make a video to teach someone something and you increased the speed of your speech so much that one can barely hear what you're saying?...it doesn't make sense bro...next time just leave your voice the normal way, don't speed it up. Even if the video ends up taking much longer, it fine.

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....