I've made over 500 free engineering tutorials to help engineering students understand and pass the following university courses: C++ programming, calculus, circuits, general chemistry, differential equations, dynamics, engineering economics, fluid mechanics, linear algebra, mechanics of materials, project management, statics, and structural analysis.
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Please note, while I do have a bachelor's degree in engineering, I am not a licensed Professional Engineer. My tutorials are purely intended to help students better understand and appreciate their engineering courses and should not be regarded as professional engineering advice or services.
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thNk tyou
quick question , sorry if its a stupid one , but how do you know whether to use cosine or sine when finding out the forces? thanks
Tnq so much ❤
❤
if one activity cannot start until another finishes then that is the next day. The ES for C and B should be 4 since A completes on day 3. Also, I dont agree that an activity day starts on day zero in reality, it begins on day 1. Thus, throwing off this entire schedule before even moving onto the 2nd activity(s).
Also, the explanation for CP completely skips over float and misses an opportunity to better identify CP.
Thank you... informative and straightforward... you made it simple... all the best
why does activity B have Incurred cost of 1400 and not 1200?
Thank you, my note did a horrible job
Thank you
explained in simple manner
Thank you 🙏🏿🙏🏿
holy cow this is such a good explanation!
Waoh, so easy . Thanks for explaining in a simple way. Teaching shouldn't be difficult.
Thanks
it is possible to do nodal analysis for a voltage and resistor only? (one loop only)
An intimate discussion with Binance's CEO about future developments
I love your voice mate
thanku somuch helped a lott!
One can on yearn to solve problems as fast as this man.
Your explanation is brilliant 👍
Very very Tqq Sir...❤🎉🎉❤❤
Thank you for your clear explanation. 🙏
87k views and just 35 comments. that just shows how introverted most of us engineering students are
This was so much easier when you explained it... Thank you
I am not convinced that I3=2A, what about the current coming from the left???
BRO, THANKS SO MUCH! Just subscribed to your channel
700+400= 1,100, but it shows 11,000, just a typo probably
So helpedful, but I'm finding hard how to get a moment
In case the visual method for determining the alternating sign of the co-efficient is confusing, another way to determine the sign is (-1) ^ row + column. For example, F would be (-1) ^ 2 + 3 = -1 ^ 5 = -1.
Upon all these explanations 105k viewed only 910 liked the video😢 that’s so brutal @all .hidetag likes ❤ Keep the good job
You are the best Sir 💪💗
do you have an example for cantilever-beam (fixed at left) loaded with 3 concentrated loads
Most superb explanation of the forward and backward pass.
why do we put a dummy node in the first example? can we not make it without the dummy node?
Thank you! Love you! You made it simple
God sent
اضحكتنى اول مره اشوف درس بشكل ده حقيقى ر ئع . تحيتى لك من مصر
Bro .. when I tell u .. u just saved my Life.. and I want to thank u🎉 explained this so well Preciate u
is the man still alive 2024?
❤❤❤❤❤ Excellent 👌 you explain it well, thank you ❤❤❤
What happens when we was 30% ofproject completion ? There is no 0.30 in the table. Any ideas ? I have my exams on the subject on 11/7/2024, wish me luck :)
why is dV = dAdx, not just dV = Adx? 1:31
you are the best, thank you
Please where will I create this graph from my system?
thankyou so much .i hv a doubt.if the shear force at the rightmost end is -50N,it implies that shear force at right most end is 50 N vertically upwards .so when considering vertical forces at B.it should add up to a net force of Rb+Sb=50+50=100.then how could B be at rest
thanks
Youre amazing
Thanks Shana 😊
Thanks
No problem🙂
Thank you🙏
You’re welcome 😊
I wish I saw this video 4 years ago. this will be my go to video every time I'm having a brain dead moment