shear wall modelling

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Imran
Posts: 4
Joined: Thu Aug 25, 2005 9:16 am

shear wall modelling

Post by Imran »

Although I donot know whether I should I ask this question or not but if any body has time, pls answer. I want to put shear wall on bay two of the following picture. If I want to use nonlinearbeamcolumn element (It is a two node element), do i have to create new nodes on the middle of bay two and then create nonlinearbeamcolumn element and sized the element to fit between two columns?
# _______________ _
# | | |
# | | | 12'
# | | |
# |______ |______ | _
# | | |
# | | |
# | | | 15'
# | | |
# | | | _
# === === ===
# | 24' | 24' |

Imran
silvia
Posts: 3909
Joined: Tue Jan 11, 2005 7:44 am
Location: Degenkolb Engineers
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Post by silvia »

you can try it and see what happens.
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104
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