00:01:03.729,00:01:06.729
Gavin Hutchins: yes

00:15:03.652,00:15:06.652
Nicole Badour: How do you know the distributed load is px and not py?

00:15:33.273,00:15:36.273
Scott Miller: The arrows are pointing in the x-direction

00:16:29.361,00:16:32.361
David Lont: Also, why is is not -px?

00:23:21.419,00:23:24.419
Ethan Reid: The moment at the wall must be equal to the moment generated by the distributed load about the wall

00:30:27.327,00:30:30.327
Nicole Badour: Why do you take the limit as dz goes to zero?

00:34:29.763,00:34:32.763
Tyler Bye: Maximum deflection should occur at L

00:34:33.469,00:34:36.469
Ethan Reid: Make sure the deflection is zero at the origin

00:46:39.382,00:46:42.382
Nicole Badour: For the slide that says summarizing at the end z=L, I'm confused where some of those numbers came from.

00:53:48.032,00:53:51.032
Amir Emilio Lora Figuereo: What would be the difference between this Mz and a torque?  Sorry if I make you sound repetitive. 

00:54:22.952,00:54:25.952
Ron McGee-Sinclair: those represent sigma_zz(x,y)?

00:57:34.929,00:57:37.929
Sarah Kirtek: can you go back to the slide where you go from u,zz and v,zz to sigma zz?

00:59:27.956,00:59:30.956
Sarah Kirtek: I'm still a little confused on how you got the end sigma values

01:00:57.806,01:01:00.806
Sarah Kirtek: oh ok that is what confused me thanks

01:05:29.116,01:05:32.116
Aidan Wales: like we defined with the beams saying as a general rule the length had to be about 8x longer than the other dimensions, is there a convention for defining 'thin' as well? 

01:16:43.066,01:16:46.066
Ethan Reid: Remember to VOTE, y'all!

01:17:02.311,01:17:05.311
David Lont: There's 6 to choose from!

01:17:27.452,01:17:30.452
Ethan Reid: Absentee voting

01:17:31.847,01:17:34.847
Amir Emilio Lora Figuereo: So the shear stress is constant in the s direction, but does it still vary with z?

01:18:41.196,01:18:44.196
Amir Emilio Lora Figuereo: thanksn

01:18:46.509,01:18:49.509
Amir Emilio Lora Figuereo: thanks*