Dear All,
I have a question regarding how to calculate the shear strength of multiple shear lugs. ACI 349-13 has below statements in Appendix D,
"For multiple lugs, the [highlight #EF2929]shear strength[/highlight] should not exceed the shear strength between shear lugs as defined by a shear...
Thank you for your reply STrctPono, those are some valuable points. I will take those into consideration.
I am working on a project where our procurement guys are having issue getting F1554 material anchors. The supplier proposed to use SA675 material instead of F1554. And the structure I am...
Hi all,
I was wondering has anyone ever used SA675 Gr70 material to replace F1554 Gr.36 for anchor bolts? Would there be any risk except for the difference in yielding strength?
thanks.
GZ
Hi Everyone,
I was wondering does anyone has a SAP2000 Japanese section database .PRO file that include channels, angles and T sections? Or know where to get one quickly? The section database come with my software only include H sections.
Thanks.
Hello Everyone,
I have a question regarding the different methods for calculating anchor rod tensile strength using AISC 360 and ACI-318. I understand AISC calculating the anchor rod tensile strength using nominal diameter and ACI uses the net tension area. I found that the ACI method sometimes...
