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Mr. Hendi Hendi, P.E., M.ASCE


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90 degrees hook at the bottom of Column for structures assigned to SDC D, E, or F

Posted By Hendi Hendi 10-10-2021 09:53 AM
Found In Egroup: Integrated Buildings & Structures \ view thread
Hi, I am not so familiar with earth quake design. I have one thing to discuss. In the ACI 318, Clause "18.13.2.3 Columns designed assuming fixed-end conditions at the foundation shall comply with 18.13.2.2 and, if hooks are required, longitudinal reinforcement resisting flexure shall have 90-degree ...

RE: Welding Structural Nuts

Posted By Hendi Hendi 03-10-2020 10:50 PM
Found In Egroup: Integrated Buildings & Structures \ view thread
My understanding, we can see weldability by the carbon equivalent of the steel. there some formula to calculated CEV. after calculated that we can define the weldability of the steel material. https://en.wikipedia.org/wiki/Equivalent_carbon_content in BS EN 1090-2-2018, Clause 8.2.1 Bolts and ...