I passed Struc 2 (Steel) already but I wish I saw this video before my exam! I always had a hard time understanding this stuff. It's hard but it's kind of fun tbh...
Thank you for you lectures. I admit when I found some of your early stuff I thought you were a bit too "extreme" and kind of douchy with the "Structure Free!" and what not, but I am currently using this series to work through my Strength of materials class and I appreciate the way you seem to have calmed down and explain things. It makes your videos much easier to walk. Your work is great, keep it up.
Dear Sir, Please give more advises on sign convention in unsymmetrical bending . like on inclined load in different directio what will be effect on sign either positive or negative ..
Just a question, is the product of inertia only zero when the moment is applied at the neutral axis, for example if it was applied at the top edge would it be zero then?
Just what I needed, got a 10 page report due in a week, great explanation
I passed Struc 2 (Steel) already but I wish I saw this video before my exam! I always had a hard time understanding this stuff. It's hard but it's kind of fun tbh...
love the energy in these videos
I love this
soooooo helpful. Have shared with many of my civ classmates.
+Logan Rooks thank you for sharing!
crisp explanation. I ve become a fan of the way you say paaaaaahhhhsitive :))
+Mukil Ayyasamy thaaaanks!
Thank you for you lectures. I admit when I found some of your early stuff I thought you were a bit too "extreme" and kind of douchy with the "Structure Free!" and what not, but I am currently using this series to work through my Strength of materials class and I appreciate the way you seem to have calmed down and explain things. It makes your videos much easier to walk. Your work is great, keep it up.
amazing video....very helpful,,,,i shared it with frndx
thanks for such a beautifl video
structurefree
Dear Sir, Please give more advises on sign convention in unsymmetrical bending . like on inclined load in different directio what will be effect on sign either positive or negative ..
AWESOME VIDEO SIR
Just a question, is the product of inertia only zero when the moment is applied at the neutral axis, for example if it was applied at the top edge would it be zero then?
How did you come up with that conclusion at 6:31 .why must the neutral axis pass through the geometric centroid?
youre a legend sir :D
Ahhh yea the stress potato
we're all a stress potato
... great (y) very helpful ......please make videos on "beam on elastic foundation" plz zzzzzzzz
alright..
Why is your voice so funny like you tell a joke? I don't find it helps me to understand your videos. It might be very useful to me... :(
Rö