Thank you for the great video. I am just a little confused by one calculation in step one, where you calculated the upper limit for the peak moment: M (upper) = (11/24)*(24)^2 / 8 = 140 Kip / ft When I perform this calculation I get 33 kip / ft The upper limit still holds valid at 33 kip / ft as our greatest moment (at E) is 31,5 kip . ft Could you clarify this please. Thank you again, great tutorial.
Thank you for the great video. I am just a little confused by one calculation in step one, where you calculated the upper limit for the peak moment:
M (upper) = (11/24)*(24)^2 / 8 = 140 Kip / ft
When I perform this calculation I get 33 kip / ft
The upper limit still holds valid at 33 kip / ft as our greatest moment (at E) is 31,5 kip . ft
Could you clarify this please. Thank you again, great tutorial.
Yeah just 33 but all shear and moment checked