Influence Lines for Truss Example (Part 1) - Structural Analysis

[@savannasampson2834]

I think there is a labeling mistake for when you are solving for AG. In the system of equations you wrote NAF where it should be NAG since Node A and Node F are not sharing a member. Either way, great video and thank you.

[@Rayquesto]

Hell ya brother. Using the ccw convention for moment! I thought I was the only one. Thumbs up if you get me.

[@jhonandrewbornales1662]

count me in haha

[@richardturner4114]

At 8:52 when you take the moment about B why do you not resolve the component NGF so it is perpendicular to the line GB? E.g my equation looks something like FGF=(20-x-20*RA)/((Cos30)*17.32)

[@samj8830]

This guy is awesome

[@sharonmartin8274]

I love your videos, my marks have gone from 60% to 90%.... how about question 6-64 in Hibbler structural text, lots of members in that truss,, are their any zero force members?

[@albertserie56]

Muchas gracias, desde Republica dominicana!!

[@franzpalanca]

Hello, may I ask, what program are you using?

[@egarismana8964]

Thank you so much..

[@PCgamerChannel]

why are you using 2/3 though you have ay = 1 and ay = 2/3 shits confusing

[@obriannelson7168]

Great video, but you didn't draw the influence line

[@ahmadiq39]

thank u very much.

[@issacnewton7987]

Concentrated loads only on joints!

[@ManishKumar-jf8zk]

Yes

[@abdulrehmanahmed4396]

Amer from NJIT?

[@amerhamad92]

yep

[@kisssiuks]

nice thanks

[@sandilesithole2312]

its Nag not Naf

[@vincebal-ot4653]

Ah.

[@amerhamad92]

baaam.

[@fizarahman4323]

disgusting :@

[@Itsjikri]

its Nag not Naf