StruKturdg
Structural
Why is there no allowance for the shearing of ties in the concrete breakout strength, in App. D? If you have a pier or pedastal with shear ties, don't the ties have to shear first before the concrete breaks out.
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Anchor Bolts in Drilled Piers
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civilperson
Structural
The analysis of most of Appendix D assumes concrete only, reinforcement can be used if the concrete fails. See D.6.2.9.
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