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One-way & Two-way Slabs Directions

12 REPLIES 12
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Message 1 of 13
mpcloob
8453 Views, 12 Replies

One-way & Two-way Slabs Directions

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

12 REPLIES 12
Message 2 of 13
tony.ridley
in reply to: mpcloob

Answer to all 3 questions;

 

Capture.JPG

Message 3 of 13
mpcloob
in reply to: tony.ridley

in the name of GOD .
please answer my questions comprehensive and detailed.
one by one and comprehensive.
thanks
Message 4 of 13
Rafal.Gaweda
in reply to: mpcloob

Re1 

 

oneway.jpg

 

Re 2

Re 3

 

locax.jpg



Rafal Gaweda
Message 5 of 13
mpcloob
in reply to: Rafal.Gaweda

in the name of GOD .
thanks.
I don't know how appear image 1 ??
Message 6 of 13
Rafal.Gaweda
in reply to: mpcloob

Geometry \ Panels



Rafal Gaweda
Message 7 of 13
mpcloob
in reply to: Rafal.Gaweda

in the name of GOD .

 

No. how appear this image ??

 

original.jpg

Message 8 of 13
Rafal.Gaweda
in reply to: mpcloob

paneldescription.jpg



Rafal Gaweda
Message 9 of 13
mpcloob
in reply to: Rafal.Gaweda

in the name of GOD .

very nice. thanks Rafal
Message 10 of 13

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?
Proudly Nigerian
Message 11 of 13

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
Message 12 of 13

Thanks alot. It solved my problem.
Proudly Nigerian
Message 13 of 13

Hi

 

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

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