Need a book? Engineering books recommendations...

Return to index: [Subject] [Thread] [Date] [Author]

m-values for shear-friction and anchorage to concrete

[Subject Prev][Subject Next][Thread Prev][Thread Next]
In the context of performance-based seismic design,
should shear-friction be considered a
deformation-controlled (D-C) or force-controlled (F-C)
action?  If D-C, what m-values would be appropriate to

Along the same lines, should anchorages to concrete
using headed studs or anchor rods be considered D-C or
F-C?  I imagine the answer depends on embedment to
diameter ratio, edge distances, quanitity of
reinforcement, etc. etc. etc.  If D-C, what m-values
are appropriate?

I don't see any such values in FEMA 274/356 nor ASCE
31.  Got any references on the subject (human, paper,
or electronic)?

t h a n k s,

d a v e   e v a n s

Do you Yahoo!?
Yahoo! Movies - Buy advance tickets for 'Shrek 2' 

******* ****** ******* ******** ******* ******* ******* ***
*   Read list FAQ at:
*   This email was sent to you via Structural Engineers 
*   Association of Southern California (SEAOSC) server. To 
*   subscribe (no fee) or UnSubscribe, please go to:
*   Questions to seaint-ad(--nospam--at) Remember, any email you 
*   send to the list is public domain and may be re-posted 
*   without your permission. Make sure you visit our web 
*   site at: 
******* ****** ****** ****** ******* ****** ****** ********