Double Integration Method Example 1: Part 1

Part 1 of an example using the Double Integration Method to find slope and deflection along a simply supported beam with a constant EI.
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[@ksoflyineer]

Thanks, I just got out of my structures test, this was super helpful!! =)

[@SimmySigma]

+KsoFlyineer I'm really glad this helped! I hope your test went well!

[@junker7791]

Great refresher!! Thanks for putting this video together *thumbsup*

[@faizaankhan2040]

It's 2022 now, and this video is still helping us.

[@luckyloss1547]

it's 2024 and it's still helping us god bless him

[@tariqfarooq4983]

This is perfect

[@thekendokid]

hey, great video! I have a quick question though. For cases with multiple loads, ie a udl and an off centre point load, would I integrate both load cases separately to find the deflections and then add the results together?

[@phebomoralestapel5348]

This appeared in my exam, can anyone answer it please 😁

[@MRrealmadridRaul]

@@phebomoralestapel5348 Damn 4 years later no response. One day it'll get answered

[@fee68]

hooker joe I have a test tomorrow wish me luck man

[@MRrealmadridRaul]

@@fee68 Good luck friend, may the Engineering Gods be with you.

[@fee68]

hooker joe Your wish motivated me more to work even more thanks a lot friend I will do my best to honor your wish!

[@tochi8262]

I love you. No homo. Did this back in my 2nd year and now in my final year and doing an overseas exchange and the teacher just skips though this in Concrete design. So frustrating. Great revision.

[@SimmySigma]

I'm really glad it helped. Goodluck with the rest of your studies overseas! :)

[@Tuba672]

I liked very good , It has examples of , beams and distributed load with bending moment ? cantilever beams ?

[@lingeswwarannedunsezian1697]

3:56 WHY THE MOMENT ANTICLOCKWISE?

[@zeyadsameh7588]

How does this change if it were a four point bending problem? So 2 forces acting at two different points along the beam, and 2 reaction forces at the ends of the beam (simply supported).

[@hanooltari]

Why did he drop the EI on the right side of the integration equation

[@diflection1]

check this out:you start by saying double integration method,then you write a second order differential deflection definition(2 derivative form).I am having a hard time to understand the so called method.M/EI is a general solution of the differential equation

[@sulleybizness]

nice way to solve that question

[@peteremad6871]

You are genius

[@yazidparis4943]

good man

[@structuralanalysis2790]

good!

[@DanielAklilu-f1i]

Well

[@هانيالشويع-ك4ك]

بالغه العربيه

[@nicholasvienneau5178]

yeet