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?
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
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.
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?
Oh my goodness thank you so much for addressing my comment.
The best, most simplified. Thank you very much.
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?
lovely stuff, welcome back
Great video! Would love to see more SE Exam content like this
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
Great video, please upload your content regularly
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.
Recent PE exam ruined my day, month, and millennium with a strut and tie question
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?
hey mate great video. can you please clarify how your calculated the strut and tie forces by using the ratio of the lengths. cheers.
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
@7:46 finding FH would it not be 7.5/14.15 Opposite over hypotenuse?
thats what i thought too
FH = FV * 12 / 7.5 = 133.3 * 12 / 7.5 = 213.3 Kips
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i had no idea! very cool
Would this be on the PE civil exam or this is only for SE?
My guess is only in S.E.
6:30 --> Yes, rounding 266.6666 = 266.7 (not 266.6)!