Concrete Strut and Tie Design Example | Learn Structural Engineering

This structural engineering SE and PE example problem will get you one step closer to passing the civil PE and SE exam. Follow along and learn structural engineering from a professional structural engineer. This weeks topic is concrete deep beam strut and tie design using the ACI 318-14
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[@jorgetrevino325]

Oh my goodness thank you so much for addressing my comment.

[@shareqinamdar8903]

Great video, please upload your content regularly

[@franksantana8092]

Great video! Would love to see more SE Exam content like this

[@zondamontgomery6297]

lovely stuff, welcome back

[@juanortegam73]

You’re back man! I’m gonna take a Postgraduate Degree in Structural Engineering in my 32 years old and your videos have helped me a lot to catch up again

[@denfl6605]

Strut & Tie method is often used for coupling beams/ link beams in shear walls of high-rise buildings between door openings, in which case the loads are applied at the end of the beam, moment and shear. It'd be interesting to see an example for that case from you if you have one.

[@zondamontgomery6297]

Recent PE exam ruined my day, month, and millennium with a strut and tie question

[@alianjohnson6035]

hey mate great video. can you please clarify how your calculated the strut and tie forces by using the ratio of the lengths. cheers.

[@jaztroisguilty2674]

You have any videos on a laterally restrained retaining wall that is also vertically loaded? How do you determine max point loads the wall can carry without failing in block shear?

[@Pourya.mokhtari]

Can you make a video with all the details about how to design and analyze a concrete column with angle like a 45 or 40 a indispensable angle

[@justme4294]

Would this be on the PE civil exam or this is only for SE?

[@Kestava_Engineering]

My guess is only in S.E.

[@Samuel-rv3kr]

Your logo Ethiopian art

[@richracz6221]

i had no idea! very cool

[@MatthewWilkerson-h3h]

@7:46 finding FH would it not be 7.5/14.15 Opposite over hypotenuse?

[@danielk2484]

thats what i thought too

[@jackyeh7512]

FH = FV * 12 / 7.5 = 133.3 * 12 / 7.5 = 213.3 Kips

[@Antuan2911]

6:30 --> Yes, rounding 266.6666 = 266.7 (not 266.6)!