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5 top equations every Structural Engineer should know.

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Опубликовано:

8 мар 2021

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Комментарии : 41

@johnviliria Год назад

The deflection of a simply supported beam with a point load is PL^3/48EI and not PL^4/84EI

@tonyf8431 2 года назад

You have the most common deflection for a point load mid span wrong. Don’t quote that in an interview. Def=PL^3/(48EI)

@sselim 2 года назад

good work. unintentional mistakes are a part of this job. very well done.

@aparnashrivastava9589 2 года назад

Simple supported beam, carrying point load, deflection= pl³/48EI

@SD_Only Год назад

Good information. Thank you.

@AA-ko1ud 3 года назад

Thank youuu that was useful

@ahmedaljbiry6043 Год назад

thank you

@Tohlb 3 года назад

Very impressive thank you very much for the good work. Could you please make a video about checking the deflection of steel beam!

@StructuralEngineerCalcs 3 года назад

Thanks for the recommendation a video has been uploaded on our channel!

@KILONEWTONS 2 года назад

Good one

@hariasssss 2 года назад

Please correct the value in calculating deflection for simply supported beam. It's 48 or 84

@jafarsadiq6226 2 года назад

Thank you for sharing sir very very helpful material

@StructuralEngineerCalcs 2 года назад

Happy to help

@bashirumar2697 27 дней назад

Isn't the steel characteristic strength fck factor of safety already accounted for from the stress block that gives rise to 0.87 in the steel formula for reinforcement area required?

@narasimhads6871 Год назад

Please guide me how to animate all equations and structural elements and it's behaviour.

@Anp562 4 месяца назад

Point load deflection equation is wrong. It’s is PL^3/48EI

@rkumaresancivil 3 года назад

In simply supported beam with point load at mid span deflection value pls check

@telestruct Год назад

yes it has to be 48*E*I

@bogdangavril448 Год назад

Best channel ever.. Thank you guys🎉🎉

@StructuralEngineerCalcs Год назад

Thank you for your kind words! We appreciate your support and are glad that you have enjoyed our content. If you have any specific topics that you would like us to cover in future videos, please let us know. We're always looking for new ideas and ways to improve our channel. Thanks again for your support!

@bogdangavril448 Год назад

@@StructuralEngineerCalcs, is it possible to do a video about the steps in designing any foundation: presizing, loads, sls, uls, reinforcment. (according to Eurocode?). Thank you! God bless!

@StructuralEngineerCalcs Год назад

@@bogdangavril448 Thank you for your suggestion! We will consider creating a video on the steps in designing a foundation according to EN BS in the future. In the meantime, we hope our other videos will be helpful & informative. Thank you again for your suggestion. God bless!

@ahmedaljbiry6043 Год назад

i can’t know how the connection fix or pin in the desgin should i chose the type of connection or what?

@nupurdas5413 3 года назад

sir please give us calculation of an isolated footing for tension and eccentric footing

@NaagaLingam Год назад

Best thing I found in your narrative is you never go into Judgements like Correct, Wrong, Mistake, Incorrect etc.

@StructuralEngineerCalcs Год назад

Thank you for your kind words! We are glad that you appreciate our approach to presenting information in a neutral & unbiased way. Our goal is to provide clear & accurate explanations of structural engineering concepts, without making value judgments about whether something is "correct" or "incorrect". We believe that this approach helps to promote a more inclusive & welcoming learning environment, & we will continue to strive to present information in this way in all of our videos. Thank you for watching, & we hope that you continue to find our tutorials helpful and informative..

@NaagaLingam Год назад

@@StructuralEngineerCalcs Yes Mate! 😊☕

@ajmalvmohammed219 2 года назад

❤️

@gikaradi8793 2 года назад

1:44 how did you derive that equation ??especially how did the 0.87 came out ?is it a safety-factor or something ??

@TheChronicMadnass 2 года назад

I think there might be a very subtle error in that equation for RC flexural design as the material factor of 1/1.15 is being double counted on the denominator. It is being used to factor down the steel yield stress to 435 even though it has already featured in its decimal form as 0.87. Would *yield* conservative design though so not such a bad thing for a back-of-a-fag-packet assessment! ;-)

@jafarsadiq6226 2 года назад

Sir I did not understand the name of the pocket book can you please share the name??

@hassanbinshahab4721 2 года назад

The Structural engineers pocket book by Fiona Cobb

@alianjohnson6035 3 года назад

there was more than 5 eqns in the video? which ones do i need to know again.

@hassanbinshahab4721 2 года назад

All of them are important

@Payainc 2 года назад

Here in Colombia there is a simpler equation to calculate steel area in concrete sections, is this, A=3M/d, Momento in kN.m and d in cm, it gives you area in cm2