For trussed towers the formula (29.4-1) is applicable.
_ F = qzGCf Af .
_ Regarding the force coefficient Cf, Cf = 4.0ε2 − 5.9ε + 4.0
_ ε = Ratio of solid area to gross area of one tower face for the segment under consideration
Calculate the gross area for unit tower face length Ag= W*H
Calculate the net solid area An= projection of vertical elements + horizontal struts + diagonals
ε = An/Ag
_ Calculate Cf and multiply with correction factor for round members ( 0.51ε2 + 0.57 )
_ The calculation of Af SHALL include Af= Solid ares for front panel + Solid ares for rear panel + projection of side panels diagonals..
Af= 2*An+ projection of side panels diagonals
Does this reply answer to your thread ? If not provide dimensions of tower , size of elements etc.. to get more detailed response.