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J REE <br /> 4' ©V WASNI��<S' <br /> SRT{ C> <br /> I- <br /> t ,' /G4 <br /> 12' - 1 4, ' i `/ /," r <br /> f 29 � <br /> 868 <br /> 0� , ��GISTR- �`�' <br /> 25 PSD LL + 10 PSF DL 2'-4' SI©NALV.� <br /> TM <br /> B ► <br /> Reatlon at point '8'1 for a <br /> typical truss! 840 lbs x <br /> 144'/28' =4320 lbs (tension) <br /> 2'-4' <br /> G v <br /> Reaction at points 'A' for a E x i s i n g Truss Load <br /> typical truss! 12'x2'x35 and Reaction Forces <br /> PSF=840 lbsA <br /> 420 lbs <br /> C (Load impossed on <br /> 25 PSF LL + 10 PSF DL trusses from over-framed The proposed truss loading is <br /> roof) 35 PSF x 12' x a net reduction from existing <br /> 2'/2=420 lbs condition, <br /> —r-3.--1 _ <br /> v <br /> 1 440/111 .1iiiiiii I <br /> 10 PSF DL <br /> B <br /> I Reatlon at point 'B't for a <br /> typical truss 6601bs <br /> x144'/28'= 3394 lbs (tension) <br /> A (Truss only) Proposed Truss Load <br /> 12'x2'x10PSF+4201bs=6601bs and Reaction Forces <br /> a <br /> Engineering Analysis Reeves Garages Addition <br />