Eccentrically Loaded Column Example Problem | Civil PE exam Review Problem | 2021 Spring Exam

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Kestävä

Kestävä

Күн бұрын

Be honest... do you fully understand internal stresses in a structural member? Cause I didn't. But once I did it changed everything. I broke out the Civil Engineering Reference Manual (CERM) for all you hardcore teammates out there.
Take some time and wrap your head around this PE exam review problem and get more confident in passing the civil PE exam. Column design may be scary at first, but its less about column design and more a discussion on internal stress calculations in a structural member. We break down a simple yet complex eccentrically loaded column design example together in order to pass the civil PE exam.
Reminder the civil professional engineering exam in spring 2021 is only a few months away! Tackle this problem and your one step closer to passing the pe exam and obtaining your professional engineering license.
The Civil PE exam will be here before you know it!
(Check NCEES website to confirm time, date, and location!!)
NCEES Website 👇
ncees.org/
Let me know in the comments how your studying is going. 🌲
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Пікірлер: 24
@abigailxniicole
@abigailxniicole 2 жыл бұрын
S = I/c, not c/I
@tadjadinet
@tadjadinet Жыл бұрын
Amazing explanation ! Finally a clear and concise explanation on the plus/munis sign. Thanks man !
@oldpretoriagmailcom
@oldpretoriagmailcom 3 жыл бұрын
this was a great video. That kind of moment addition and subtraction applies to interaction diagrams too
@redshirtclub
@redshirtclub Жыл бұрын
This clicked for me! Eccentric loads explained very thoroughly...thank you!!
@Kestava_Engineering
@Kestava_Engineering Жыл бұрын
Glad it was helpful!
@svongsa
@svongsa Жыл бұрын
Love your explanation!
@Kestava_Engineering
@Kestava_Engineering Жыл бұрын
Glad it was helpful!
@captclay5
@captclay5 Жыл бұрын
Just wanted to say, this is a great video. Amazing explaination of everything involved.
@Kestava_Engineering
@Kestava_Engineering Жыл бұрын
Much appreciated!
@luisnunes3758
@luisnunes3758 Жыл бұрын
Nice video! On geotech we have this equation for eccentric loaded footings: Qmax=Load/BL x (1+(6e)/B) Qmax=110/1024 x (1+6x5/32)=0.208 kips/in2 where e = eccentricity = 5 in B=width and L= length (in this case both 32 in)
@Kestava_Engineering
@Kestava_Engineering Жыл бұрын
yes Luis - great equations, structural engineers use the same ones for footing bearing pressure checks, based on the allowable soil parameters given by the geotechnical engineer!
@elliebellybusybee
@elliebellybusybee 2 жыл бұрын
I am the somebody, really helpful. I never really understood the eccentrical load problems.
@danielhartless3701
@danielhartless3701 Жыл бұрын
Great video! Thank you. In the new online exam, the Civil Handbook we are given seems to contain far less info than the physical book. For example, I could not find the equation you used to find stress. How would you recommend dealing with this?
@jeffreycastillo32
@jeffreycastillo32 3 жыл бұрын
Just a thought, since the NCEES came out with a reference handbook (Beta), for future videos, you should try to reference that since it’ll be going to CBT after October?
@Kestava_Engineering
@Kestava_Engineering 3 жыл бұрын
I had no idea Jeff! I'm looking it up now and will check it out. I think that's a great idea to get that integrated into our design practice. could be VERY helpful
@jamesthomas6835
@jamesthomas6835 Жыл бұрын
Please solve a problem involving steel hollow section with diametrically opposite eccentric load. The column is fixed in ground and free in air on other end. Also there is lateral load on the midsection of the column. Appreciate your guidance.
@carolinamendez1053
@carolinamendez1053 Жыл бұрын
Could you possibly point out where we could find this equation in the codes since the reference manual does not have it (CBT)
@oldpretoriagmailcom
@oldpretoriagmailcom 3 жыл бұрын
the sign would matter? is there a sign convention for the moment in this case?
@ivieiwuoha5732
@ivieiwuoha5732 3 жыл бұрын
Hi, thanks for the video. Since the question asks for max "axial" compressive stress, would that mean calculating only Force / Area?
@Kestava_Engineering
@Kestava_Engineering 3 жыл бұрын
Hi Ivie, unfortunately no, the internal bending stresses due to the eccentric load still breaks down to additional axial loading along the extreme fiber of the column. so it would be the combined axial + bending stresses.
@oldpretoriagmailcom
@oldpretoriagmailcom 3 жыл бұрын
I want to fully understand stress
@melbertpoclis5270
@melbertpoclis5270 Жыл бұрын
Is it allowed to open the AISC book during the exam?
@Kestava_Engineering
@Kestava_Engineering Жыл бұрын
youll be given an electronic AISC I believe!
@oldpretoriagmailcom
@oldpretoriagmailcom 3 жыл бұрын
masonry =/
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