00:00:14.429,00:00:17.429
Christopher Weaver: good

00:01:32.419,00:01:35.419
Pravena Chandra Sekharan: Great I'll email you to discuss about it then!

00:04:38.028,00:04:41.028
Garrett Clyma: yes

00:05:39.592,00:05:42.592
Ethan Reid: FYI it's under Communications > Classlist on Elearning

00:05:57.891,00:06:00.891
Scott Miller: Are exam scores coming soon?

00:19:46.646,00:19:49.646
Nicole Badour: How do you know what shape beam works best? Is it trial and error?

00:49:59.758,00:50:02.758
Ethan Reid: At the shear center

00:50:13.533,00:50:16.533
Scott Miller: Lower

00:50:14.268,00:50:17.268
Aidan Wales: lower

00:52:05.334,00:52:08.334
David Lont: Did the force change direction to cause the twist? Or does the force always point in the x direction as it twists?

00:52:44.471,00:52:47.471
Scott Miller: How could a force be applied at point that isn't even on the model?

01:00:29.559,01:00:32.559
David Lont: Magic

01:02:09.445,01:02:12.445
Scott Miller: A little, yes

01:03:03.496,01:03:06.496
Jeremy Baiocchi: Ideally shear loads are placed at the shear center, bending loads are placed at the centroid?

01:06:20.313,01:06:23.313
Nicole Badour: Can you explain q1(s1=h) again?

01:23:25.638,01:23:28.638
David Lont:  I never knew this existed

01:33:52.657,01:33:55.657
David Lont: Thanks!

01:35:52.672,01:35:55.672
Salim Khalifa Sulaiman Baimani: Will you upload this lecture on the App today?