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Re: Shear Friction Design Method: ACI 11.7.7 & 11.7.8
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- Subject: Re: Shear Friction Design Method: ACI 11.7.7 & 11.7.8
- From: "Ganesh Thiagarajan" <cethia(--nospam--at)gmail.com>
- Date: Tue, 15 Aug 2006 10:27:49 -0500
Here is my interpretation of the wordings...Just my opinion.
I need some explanations about shear friction design method,
which I have been using for precast concrete shear wall design for a while .
Here are my specific questions:
1) [R11.7.7] "...(second paragraph) When moment acts on a shear plane, flexural tensile 'stresses' and
flexural compression 'stresses' are in equilibrium..."
Isn't 'stress' equilibrium confused with 'force' equilibrium?
2)[R11.7.7] "...(continue) There is no change in the resultant 'compression Avf fy' acting across the shear plane and the shear-transfer strength is not changed..."
What does this phrase mean?
In shear friction (look at page 172 R11.7.3 for description) the clamping occurs when the cracks slip
3)[R11.7.7] "...It is therefore not necessary to provide additional reinforcement to resist the flexural tension stresses, unless the required tension reinforcement exceeds the amount of shear-transfer reinforcement provided in the flexural tension zone..."
Doesn't this mean that shear reinforcement Avf under flexural tension can be used to resist shear force?
YES. In the form of the shear friction concept-like a dowel action.
([R11.7.8] "..If a moment acts across the shear plane, it is desirable to distribute the shear-transfer reinforcement primarily in the flexural tension zone. Since the shear-friction reinforcement acts in tension, ..." Very confusing?
Avf should be defined clearly. According to ACI definition of Avf, Avf is all reinforcements across a shear plane which include reinforcements in the flexural tension and compression zones in addition to shear-transfer reinforcement.
Isn't Avf of 11.7.7 contradictory with that of R11.7.8: how can I place shear-transfer reinforcement in the flexural tension zone if 11.7.7 is correct?
I believe that 11.7.7 says any reinforcement in the flexural tension zone can not be considered as shear-friction reinforcement: [11.7.7], "Net tension across shear plane shall be resisted by 'additional' reinforcement.")
Net tension - I believe is if the member is in tension.
4)[R11.7.7] "...if a resultant compressive force acts across a shear plane, the shear-transfer strength is a function of the sum of the 'resultant compressive force' and the force Avf fy in the shear-friction reinforcement...."
Does 'resultant compressive force' consider both concrete compressive strength 0.85f'c ab and compressive strength of reinforcements under flexural compression as in AASHTO?
(What does 'net' from 'permanent net compression across shear plane [11.7.7]' mean?)
I am looking forward to your comments.
Thanks!
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- Shear Friction Design Method: ACI 11.7.7 & 11.7.8
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- Shear Friction Design Method: ACI 11.7.7 & 11.7.8
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