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  • PEMB: 240k Kickout Tie-Beam 5 - Eng-Tips
    I'm still leaning a little more towards the embedded WF idea, mainly for the connection to baseplate and the two lines where I have to deal with dropping under the pit (see sketch) The other option there is to drop the tiebeam to the top of footing, but then the concrete pryout breakout in the pier is almost insurmountable
  • infilling an existing CMU wall with CMU - Eng-Tips
    Hi, dredging up this thread I just came across, I need to fill in several CMU walls for architectural reasons (typically about 10'x10' openings in a 27' tall 8" CMU grouted wall)
  • Tiebeam Loading Freebody Diagram Question - Eng-Tips
    Our general feel is that if you cut a section along the tiebeam at any given location then you can resolve the 10k force with an opposite reaction so at most the tiebeam bars need to be designed to handle the 10k force in tension I still have a lingering feeling that somehow the bars may need to be designed for the overall 20k force
  • Rebar 90 degrees hook length - Structural engineering general . . .
    Question: Why do some engineers use significantly longer 90 degrees hook lengths than is required by ACI code? For example, having the leg be 24" long for #5 bar, when only 10" is needed Background: Per ACI 318-14, So #5 needs 10" This is also shown in CRSI manual However, I've seen
  • concrete cover - ACI (concrete) Code Issues | Eng-Tips
    hello ACI 318 specifies minimum concrete cover, is it possible that we might encounter certain instances where a corrosive atmosphere or a severe exposure requires a concrete cover higher than that specified in the code? also is there anything regarding using different concrete covers for the
  • Tiebeam Analysis - Structural engineering general discussion - Eng-Tips
    Tiebeam Analysis 2 Thread starter eeedesign; Start date Jan 26, 2015; Status Not open for further replies
  • Structural engineering general discussion - Eng-Tips
    Hi, Let's say you have a concrete beam that hangs off the side of a concrete column For the rebars that extend from the beam and into the column, I need to calculate the development length Based on the equation for development length (ACI 318-14 Chapter 25: Section 24 4 2 3), there are
  • Adding Steel Beam Below Exist. Conc. Beam - Eng-Tips
    Hi All, I have an existing concrete floor beam that is designed for a certain floor live load However, the client is installing a piece of equipment that will result in an area load larger than the design floor load There is no information available on the reinforcing of the beam I am
  • Concrete Beam Connection to Steel Column - Eng-Tips
    I have a slab that is being repoured and in one section I have to attach a 12" x 24" beam to a the flange of a W12x53 column Any suggestions? I've already asked my boss to use a single shear plate with some shear studs on either side, with the amount required to transfer required shear, but
  • What is the Diffrence between Ground Beam and Tie Beam? 6 - Eng-Tips
    There's plenty of variation in the use of the two terms but, in my regions of practice: Grade beam: soil level beam transferring loads delivered by superstructure above, or expanding soil below, to discrete foundation elements (piles footings)





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