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r'Mist =•Jrtt ·1 L"·. <br />ANDERSON & ASSOCIATES CONSULTING ENGINEERS, INC. <br />3,61 VIU.A ;AM }©SE DR;WL 1ACIOONVILLA FLORIDA 32717 (9041 n#,7070 N (904751·7771 <br />UGHT DUTY TRUSS <br />STRUCTURAL CAPACITY <br />C. Comidar Lateral Stabmt, CGlobal Bueklino) <br />AS = 2.945 in2 <br />ly =73.63 I *4 9 -5 in <br />5/ter-* Spen whor» Late,al St.bly becomes e (mw#*rationMembe, Senil,0 Capeelly & controlled by the Wild st N Chord to V•flical and HofizentalMemba, <br />Pew = 5.302 190%Fz ·/POW <br />AI Fg =7.201 kei <br />Naw detmmkte alowable moal guals for various unbrae•0 len#e <br />510D0P•(L) ·=. Imi M.(L) ·•Fa(L)·Al·dx·Z <br />*-telps Pa[360) '•9.839 30 ft Ma(360) a 12,073 <br />lj' F•(372) -9.213 31 R M•(372> - tl.307 <br />F•(384) -8.647 32 ft Ma(384)=10.6 1 1 <br />F.(396) =8.]31 33 R M*(396) =9.978 <br />F&(408) = 7.659 34 R M.(400) =9.399 <br />Pa(420) =7.228 36 ft M•(420) -8.87Qigh•Litmt--1Con"oll Pa(432) -6.932 36 R M.(432) -8,384 <br />P,(444) =6.468 37 ft Mi (444) = 7.930 <br />pa(456)= 6. 132 38 R M.(456) = 7.523 <br />17&(468) -5.821 39 ft M:(462) =7,144 <br />F.(480) = 5.534 40 *Ma(480) .6791 <br />2.]U. <br />iymmnor. <br />Later,1 Stab*ty (Global Bucling) * not g consideration for V e LIght Duty Trum St spene undif38 feet 1-ever the Moment Capaolty must be r•ducad for epar• excledng 36 feat <br />Mew E g.837 ft-kipe may be 11*ed ler 881,1% up to 38 ft. <br />O. Determlne Trums Shear Capacity <br />r-- 1'! Dia. (1/'8" Wall)Capac#4 M <br />Ezi ShearE- 1 '-8,7 -1.--1.-8., deten„f„•aby' forte on letm•Mmum al-We1 i <br />1 t....1 Dkagonal <br />1 <br />.r.<1 T--7 '1 712 i. <br />3.861"1 1 450' 9- *-2' Dia (1/8" Wall) <br />&:•,r <br />, r,