One-way & Two-way Slabs Directions

One-way & Two-way Slabs Directions

Anonymous
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Message 1 of 13

One-way & Two-way Slabs Directions

Anonymous
Not applicable

in the name of  GOD  .

 

hello ta all.

 

in attached picture I draw a one-way slab in left and draw a two-way slab in right. (see attached picture.)

 

questions :

 

1 ) how can I understand which slab is one-way & which slab is two-way from appearence of those and without properties windows of those ??

 

2 ) how can I understand the direction of load transfer of one-way slab from appearence of that and without properties window of that ?? (for example in attached picture, what's the direction of load transfer of one-way slab (on x or on y direction ) ?

 

3 ) how can I rotate the direction of load transfer of one-way slab ??

 

thanks beforehand for your appropriate answers... 

best regards.

Mohammad

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Accepted solutions (2)
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Replies (12)
Message 2 of 13

Anonymous
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Answer to all 3 questions;

 

Capture.JPG

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Message 3 of 13

Anonymous
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in the name of GOD .
please answer my questions comprehensive and detailed.
one by one and comprehensive.
thanks
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Message 4 of 13

Rafal.Gaweda
Autodesk Support
Autodesk Support
Accepted solution

Re1 

 

oneway.jpg

 

Re 2

Re 3

 

locax.jpg



Rafal Gaweda
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Message 5 of 13

Anonymous
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in the name of GOD .
thanks.
I don't know how appear image 1 ??
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Message 6 of 13

Rafal.Gaweda
Autodesk Support
Autodesk Support

Geometry \ Panels



Rafal Gaweda
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Message 7 of 13

Anonymous
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in the name of GOD .

 

No. how appear this image ??

 

original.jpg

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Message 8 of 13

Rafal.Gaweda
Autodesk Support
Autodesk Support
Accepted solution

paneldescription.jpg



Rafal Gaweda
Message 9 of 13

Anonymous
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in the name of GOD .

very nice. thanks Rafal
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Message 10 of 13

Anonymous
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First and foremost i would like to say very detailed explanation you have got there, thanks. However, I think applying "Re 2" i.e the One way X/One way Y to a floor panel would convert it to a cladding, which would defeat the purpose since cladding do not participate in the load capacity of a structure therefore one would be unable to for example get floor analysis results in the form of maps. Is there any other way to go around this for floor panels?
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Message 11 of 13

Rafal.Gaweda
Autodesk Support
Autodesk Support
If I understood you correctly,
see slide 22 on webinar 6
https://www.youtube.com/watch?v=3Jrvl4u-f4o&list=PLY-ggSrSwbZqow_60fiqJwS69mg1nQMzk&index=6


Rafal Gaweda
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Message 12 of 13

Anonymous
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Thanks alot. It solved my problem.
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Message 13 of 13

farshid_abdiQRLYS
Explorer
Explorer

Hi

 

I didn't get your answer to question 2. Can you explain with a photo?

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