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Steel Baseplate Design Example using AISC15th Edition | Structural Engineering 

Kestävä
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Team Kestävä tackles more professional engineering exam (PE) and structural engineering exam (SE) example problems. Professional engineer explains steel baseplate design perfect for your next homework assignment. We cover the AISC 1th edition steel manual for civil structural engineers. Getting one step closer to preparing for the structural engineering exam and becoming a better structural engineer.
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Disclaimers: Richard Racz, P.E. does not hold the title "structural engineer". Any claim of it in the videos or descriptions is unintentional and is superseded by the title "civil engineer" in the states of MA and OR.
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6 окт 2024

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Комментарии : 23   
@nicholasmadden6088
@nicholasmadden6088 Год назад
Did anyone else get lambda = 0.826?
@Kestava_Engineering
@Kestava_Engineering Год назад
ahhh shit - calculator error - you are correct! which means that case controls L!
@samuelsam7132
@samuelsam7132 11 месяцев назад
Fuck yeah!! Bro
@Kestava_Engineering
@Kestava_Engineering Год назад
We are back at it Team! How are you feeling about Baseplates!
@mdramjanali8383
@mdramjanali8383 9 месяцев назад
many many Thanks
@oenweani
@oenweani 7 месяцев назад
Finding Pp was making me lose my mind initially. Much appreciated!!!
@Kestava_Engineering
@Kestava_Engineering 7 месяцев назад
I got that pp for you dawg
@ethanrdehnavi206
@ethanrdehnavi206 Год назад
Thank you so much. What about moment? Can you solve a problem with axial load and moment. I appreciate that.
@Szhihihihihihi
@Szhihihihihihi Год назад
Thanks !
@bennettturk3206
@bennettturk3206 9 месяцев назад
The "Pp" variable is an example of why I get frustrated with building codes.
@robertopereira7527
@robertopereira7527 Год назад
I know it's probably asking too much and it's more of a advanced/professional question, but could you go through an example with a column subjected to axial and shear load and moments in both directions?
@Kestava_Engineering
@Kestava_Engineering Год назад
never! I say we dig into that and get an example put together
@robertopereira7527
@robertopereira7527 Год назад
thank you, very much appreciated!
@SirPoofyPants
@SirPoofyPants Год назад
I’m wondering about using this procedure to have a steel plate on soil instead of concrete. Like the base plate to support an outrigger. U will see that case for supporting and load distribution of things like large scale temporary boilers on a job site.
@Kestava_Engineering
@Kestava_Engineering Год назад
now THAT is a new one for me! but I can see the application you're talking about. youll have to make sure you have enough bearing area on the baseplates to support the unit. this will be calculated based on the soil allowable bearing capacity and then the strength of the baseplate needs to be calced so it does deform. most likely youll have a baseplate with stiffeners.
@SirPoofyPants
@SirPoofyPants Год назад
​@@Kestava_Engineering Thanks for the reply. I was thinking something similar to that. Maybe using grillage beams atop the plates too (if plates end up large enough) to ensure load distribution.
@sammiduddin1499
@sammiduddin1499 11 месяцев назад
I want to design a Circular steel base plate. So what changes in the calculation I need to do?
@arturzych138
@arturzych138 Год назад
if the base plate and column are flush with a wall or corner does the design change?
@shm1883
@shm1883 23 дня назад
Hey I am curious about the formulae in the AISC. Do all the formulae have a theoretical derivation or are they empirical? Asking because many at interviews are asking us this..
@Kestava_Engineering
@Kestava_Engineering 22 дня назад
I was taught the following method for high level hand calcs: - find tension load to an individual anchor - then treat that force acting on a portion of the plate back to the column (typically this becomes a point load at the end of a fixed cantilever beam calc) - size the plate thickness depending on what plastic section modulus (Z) you need in combination with a steel grade to get an adequate moment capacity of the plate. boom - a semi quick baseplate calc for high level review
@JosueJimenez18
@JosueJimenez18 Год назад
@Kestava How did your exam go? It's result day today.
@Kestava_Engineering
@Kestava_Engineering Год назад
Hi Josue - the SE exam takes longer to grade since its a written open response in the afternoon. gunna be a few weeks before I hear back
@JosueJimenez18
@JosueJimenez18 Год назад
@@Kestava_Engineering Good luck! When is the next study session?
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