Can I use the overload factors of Table 11-6 of RUS Bulletin 1724E-200/NESC tables 253-1 & 261-1A to both ASD & LRFD for lattice transmission structure?
This is my first time to design 230kV transmission tower and 60m tall communication tower. I dont know the load combinations to be used both for these towers. Do they have the same resistance factors also?