Laserfiche WebLink
. Ecgineering Data:. 2. <br /> ~"~e Notur¢i Axis FOr T~,e Lo~ge FA" ;rome is Shown Below <br />Srcss Sectio~o' Areo (A} IS 2.138 In~. ::-:~.4~ - <br /> Moments Of ~nert~O About The-Neutral Axis Ard~-~ = 2..533 <br /> And ~ .... 36.860 In' <br /> <br /> · -. Y <br /> <br />MGteriol is AhJmlnum 6065 o~10¥, T6 Temper. <br /> <br />20'-0" <br /> <br />®F O ITOPO0 <br /> <br />16'-O' ' <br /> <br />.I <br /> <br />Cent;Did ~e~gm: ~.SG <br />$~gnoge Arec 107..~ 5quor~ ree~ <br />W;nd Lcoa ~0 Pouna W,nd Load <br />Section Modulus: 1 <br /> <br />~ = [.engt~ Of Sign (Feet) <br />W = W,dtm Of S,gn (Feet) <br /> <br />H = Height Fron~ Grade TO Th~ C <br />BM = Bending Moment (Fool-Pour <br />S = Section Modulus (Cubic Inck <br />P = Design Wind Pressure (~ound <br />FS = Design Unit Stress (Pounds F <br /> <br />Fs = 2667C P.S.I. Or 25.67 K.S.I. <br /> <br />A = L* W <br />F = A* P <br />BM = F' H <br />S = (BU * ~2)/rs <br /> <br /> <br />