Concrete Strut and Tie Design Example | Learn Structural Engineering

[@jorgetrevino325]

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

[@BIGGERmac14]

This is helpful, but I find the hard part of the strut and tie method is analyzing the compression struts, especially when it comes to using geometry to determine the strut widths. Would you consider making a video where we keep going with this example?

[@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

[@franksantana8092]

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

[@zondamontgomery6297]

lovely stuff, welcome back

[@shareqinamdar8903]

Great video, please upload your content regularly

[@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.

[@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.

[@zondamontgomery6297]

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

[@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

[@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?

[@Samuel-rv3kr]

Your logo Ethiopian art

[@richracz6221]

i had no idea! very cool

[@justme4294]

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

[@Kestava_Engineering]

My guess is only in S.E.

[@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)!