Analysis of Water Tank Using SAP2000

Рет қаралды 15,195

Abdurrahman Jlilaty

5 жыл бұрын

Пікірлер: 15

@sundkkk1 4 жыл бұрын

Which is the software used to display the question including the fugure

@UCTUCT 5 жыл бұрын

thanks dear Abdurrahman Jlilaty for such a nice videso...may you please tell me what is the maximum allowable displacement of water tank at up points? (Horizontal limit displacement of tanks top points for winds and earthquake forces?)

@ryanv6833 4 жыл бұрын

after you put unit weight of water what ithe value now?

@Catloverss95 2 жыл бұрын

How to model cylindrical water tank kzfaq.info/get/bejne/e-Cafrqn3J-7aH0.html Etabs modelling basics + how to interpret analysis results kzfaq.info/get/bejne/aJZ_eMmjqbO6nqs.html Can we model evolution tower using Etabs ?? kzfaq.info/get/bejne/n92JgMWe0quVfmg.html SAP 2000_How to model a 3D frame kzfaq.info/get/bejne/mq6WdZWmtdGpZqs.html SAP 2000_How to model a 2D frame kzfaq.info/get/bejne/hNuDkrCqxLSXj40.html

@thesuccesman01 Жыл бұрын

I HAVE QUESTION SIR, HOW EFFECT IF WE ASSIGN PRESSURE LOAD ON BOTTOM OF WALL USING JOINT PATTERN BUT, WE DEFINE CONSTANT C IS ZERO? OR WE ASSIGN DIRECTLY PRESSURE IN TEH BOTTOM AS UNIFORM LOAD (SHELL)? THANKS

@olevel_maths1470 Жыл бұрын

Model and analysis of overhead water tank kzfaq.info/get/bejne/nrtpldJhnrbTqqM.html

@ilkasilva7489 Жыл бұрын

Thanks for this video. I am trying to model this example following your explanation. It was going right , but in the part of loads assignment (water pressure), the forces do not appear. I did not find the reason. Please, help me!

@ilkasilva7489 Жыл бұрын

I solved this problem. Thank you!

@rizkifai85 4 жыл бұрын

Hi abdurrahman, thanks for sharing the tutorial, for the wind load i think it can use the same process as water load, and for seismic how we implement on the model?

@ryanv6833 4 жыл бұрын

sir do you have the file for this

@Catloverss95 2 жыл бұрын