I have a foundation slab that is 4'-11 thick (the total dimensions are 14 ft x 14 ft x 4'-11" thick) & I am wondering if Minimum Flexural Reinforcement ACI 318-19 8.6.1.1 is applicable to this foundation. The applied vertical force is 100 kips & an applied moment of 295 k-ft. This is an...
What is the proper way the bond breaker tap should be sufficiently & properly wrapped around the anchor bolt? Is there any technical documents that provide commentary on this?
If a template is being used to place the anchor bolts for the vertical vessel, would that take care of the alignment of anchors required during installation equipment?
In PIP STE05121 Application of ASCE Anchorage Design for Petrochemical Facilities it says the following:
“In the case of larger diameter anchors, the only relevant applications for using a sleeve are to provide stretch length to meet the requirements for the anchor to be a ductile steel...
I have a project located in Clarksville, Tennessee & I have been asked about consideration for Tornadic Loads.
I used the ASCE Hazard Tool (https://ascehazardtool.org/) to determine if TORNADIC Loads shall be considered for Clarksville, Tennessee.
Based on the ASCE Hazard Tool, it seems that...
Thank you for the explanation.
I am still not clear on (iii). It seems like the code is asking for one to do a check for the anchor bolt while using an additional ductile
steel element to help resist tensile loads:
(iii) Anchors shall transmit tensile loads via a ductile
steel element with a...
I am looking at 17.10.5.3a & I had some questions about iii., iv., & v. Could someone provide some insight about these subsections of 17.10.5.3a?
It seems to me that 17.10.5.3a part vi. is referring to using the adjacent vertical rebar to help resist the tensile forces. Could anyone please...
I am looking at 17.10.5.3a & I had some questions about iii., iv., & v. Could someone provide some insight about these subsections of 17.10.5.3a?
It seems to me that 17.10.5.3a part vi. is referring to using the adjacent vertical rebar to help resist the tensile forces. Could anyone please...
I am looking at 17.10.5.3a & I had some questions about iii., iv., & v. Could someone provide some insight about these subsections of 17.10.5.3a?
It seems to me that 17.10.5.3a part vi. is referring to using the adjacent vertical rebar to help resist the tensile forces. Could anyone please...
Okay, thank you for letting me know.
I am looking at 17.10.5.3a & I had some questions about iii., iv., & v. Could you provide some insight about these subsections of 17.10.5.3a?
It seems to me that 17.10.5.3a part vi. is referring to using the adjacent vertical rebar to help resist the...
I am working to get Hilti Profis, but in the meantime seeking a reference calculation.
Does any one know if Guide for Design of Anchorage to Concrete: Examples Using ACI 318 Appendix D has been created based on ACI 318-14? I am basically trying to see if there is a more recent edition to ACI...
