reklawmot
Structural
- Jan 11, 2007
- 2
I am designing a two-span, cip/ps box girder bridge to carry two RR tracks. Regarding the longitudinal force:
a) do i double the braking or traction force because there are two tracks or is there a reduction allowed?
b) do i have to consider a combination of braking and traction forces for two trains traveling in opposite directions on the two tracks?
Thank you!
a) do i double the braking or traction force because there are two tracks or is there a reduction allowed?
b) do i have to consider a combination of braking and traction forces for two trains traveling in opposite directions on the two tracks?
Thank you!