Hello,
Do steel columns in parking garages need to be encased in concrete? I know by code that the columns need to be designed for impact loads from vehicles. Typically I call out for a bottom 4' of column to be encased in reinforced concrete with corner guards to provide an extra level of...
Thank you,
Additionally, how are the latest reversion of ACI, AISC, etc. recognized? For example, NYC Building Code 2022 refers to ACI 318 though it is not specific to earlier versions of 318 or the latest 318-19. I would assume that it would recognize the latest version available at the time...
I am a structural engineer designing in both New York City and New York State. I am trying to better understand when newly published codes and standards become adopted or accepted for either new york city or new york state. If they are not adopted or accepted right away, is there a way to be...
Good Afternoon,
I am reviewing TMS 530-13 & 602-13 - Building Code Requirements and Specifications for Masonry Structures. Table 2 - Compressive strength of masonry based on the compressive strength... provides a list of net compressive strengths up to a value of 3,000 psi. Im curious if anyone...
Hi Everyone,
I was proposed a weld type that I am not familiar. The condition is for a welded column splice plate. The splice plate width is equal to the width of the column flange. The weld type is called out as a square groove weld along the seam of the splice plate and the column flange. Is...
gte447f - Thank you for the suggesting. It was considered prior to my post but the future connection happens repeated and the labor for a field welder would be too great.
Hello,
I am researching a means of connecting a cantilever steel beam to the vertical face of a proposed concrete column. The attachment of the steel beam to the concrete column will occur at a much later date. I am avoiding threaded anchor rods as the projection of the threaded rod from the...
