info needed from aisc lrfd manual
i'm looking to do some prelim work over the weekend but left my manual at work.
we're looking to model a pedestrian bridge similar to the alexanderstrasse footbridge in germany, so box shaped unbraced trusses. looking at about 6' high columns and 5' wide beams.
what i need right now are effective length factors for the x and y axis. i know the lrfd manual has a graph (i believe it's in section c of the commentary) to use but i forgot what the necessary info was to use it so i can probably reply back if you need more info.
otherwise i might use 1.2 for now.
-alan