Laserfiche WebLink
ANDERSON & ASSOCIATES CONSULTING ENGINEERS, INC. <br />me VU• SAN !OSI ORM'G 14000'"RiA, IUMA miNOON 731-7,1 •-(904) ni-yrn <br />UGHT DUTY TRUSS <br />STRUCTURAL CAPACITY <br />A. Check Member Ber-0 Capacity <br />1. Chick Local Bual*no on 2- Dle. (1/8' WRII> Top Chord <br />Lc -20 O .0.664 Thomfore:M 15 30.103 <br />Le AAt =0.736 Fal ·* 20.2 - 0.126- <br />rI <br />51000 /Lo \I?82:- -b ·= ift - <66.F•l,F,2 Fa - 16.407/9\2 91\rl f Fa =12 •:sl (Wald Affect»d Zone) <br />Datermine Allowable Force In Top Chord <br />Po :- *Fa<12,Fa·Al. 12·Al)PB 28,836 Idpe <br />2. C#10£* Net Teneion on 2- DIa. (1/8' Wall> Bottom Chord <br />At- 0.736 <br />Therefere: <br />Ptl. it ke (Wold Aficted Zone) <br />Pt ·=Pt· Al Pt = 8.099 1®B <br />3 Chock 1/r Weld K Chord to Vertical and Mottzoneal Momben <br />e = 900 <br />iI <br />END <br />«DU k <br />d=2" <br />' 111 <br />1147 <br />1- 0/2 -90°SIDE <br />Detennhe Length of Weld. <br />End Membert ors 2'41 - <1¢8* Wall) <br />Lw·-.2.2•2·1 Ltv = 6 A.Whor.:tw:• 0.115 in (1/8* Weld)Determine A00-ble Fore® It Chord Ombar <br />Fv· r 3 kwi (Allowmble S- at Weld) <br />Pew . F.,Lw-0.707·tw· 2 Pew= 5.302 Idps gEMIND <br />-0 rr ,,,IJAINUL