Rectangular Elevated Water Tank Modeling & Analysis - ETABS

  Рет қаралды 8,708

Smart Engineer

Smart Engineer

Жыл бұрын

How to model, design, and Analyze Elevated water tank using the Finite Element Software ETABS.
You can watch the following tutorials as well which are related to this video.
Links:
🟢How to Scale Earthquake records to match the target response spectrum-ETABS. • How to Scale Earthquak...
🟢Nonlinear Dynamic (Time-History) Analysis |Step by step explanation| - ETABS. • Nonlinear Dynamic (Tim...
🟢Linear Static (Equivalent Static) Analysis - ETABS.
• Linear Static (Equival...
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/ smartengineer2

Пікірлер: 11
@naveedalogy1695
@naveedalogy1695 4 ай бұрын
For defining water pressure. You should frist change walls axis 33 ( application of load)
@user-wd8us5ko2s
@user-wd8us5ko2s 7 ай бұрын
By the way I wanna ask you about the direction of water load specially in wall.the direction of course it's not in gravity
@Rahulchauhan-iz7sb
@Rahulchauhan-iz7sb Жыл бұрын
Please sir make a video on hollow circular slab or building
@SmartEngineer2
@SmartEngineer2 Жыл бұрын
Ok, Sure
@naveedalogy1695
@naveedalogy1695 4 ай бұрын
ETABS take self load of each structure element by it slef. So why you would add it again? Self Load of column beam slab takes etabs by it self. You need just to add the live load.
@wondiyehaile7996
@wondiyehaile7996 8 ай бұрын
waw amazing! what about circular water tank?
@SmartEngineer2
@SmartEngineer2 8 ай бұрын
Thanks! Watch the following tutorial: kzfaq.info/get/bejne/hJddgKdesLOXf6c.html
@usamaali-vj4wp
@usamaali-vj4wp Жыл бұрын
You defined water load in the tutorial but did not assign any value to it. Why is that ?
@SmartEngineer2
@SmartEngineer2 Жыл бұрын
I have explained the way for defining the water load, when it's not assigned it means the tank is empty.
@joelgbagba1293
@joelgbagba1293 Жыл бұрын
Can you explain me how to define water load?
@SmartEngineer2
@SmartEngineer2 Жыл бұрын
@@joelgbagba1293 You can watch the following Tutorial, that may help you a lot. kzfaq.info/get/bejne/pcibd9Gjx82lhY0.html
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