Appendix D ACI 318-02
Appendix D ACI 318-02
(OP)
Has anyone questioned the difference in steel anchor bolt shear capacity between the values in AISC (9th) Table ID vs. the value obtained from ACI 318-02 equation (D-17) in appendix D? The values appear to disagree by a significant amount. Am I missing something here?
Thanks for any comments or help.
Thanks for any comments or help.





RE: Appendix D ACI 318-02
RE: Appendix D ACI 318-02
RE: Appendix D ACI 318-02
How do the values compare with ACI 318-89?
RE: Appendix D ACI 318-02