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Job Name: STEVE HARRIS Truss ID: C Qt : 2 Drw : <br /> BRG X-1.00 flCh�'I' 7i1%!: I�I:J'I� '!'C 4x1 :il'I' II1/II%'(:AIJ 1f �i����l uli�aaLl�li�� 1u �i�.�L JJ�u�Lly all.�t:��u�l UL'l.11�'1' III::A(:'I�JUN(S) : . <br /> 3 2- 7-30 14b7 6.uu•• 1.'.u" �C 4x2 SPV H1/N1-CM7 � Co U�e bolLom chord, adequaCu laCeral � Support 2 -23d !b <br /> 2 8- 2- 2 180 1.66�� l.bo" WEB 4x2 SPk S1'UD-CN] bracing may be required (by othera) . For ----------LOP.D CASE pl DESIGN LOADS ---------------- <br /> � 2-4x2 SPF STUD-CAN 2-7 floor applir.ations, 2x6 strongback bridging Dir L.Plf I..I.oc R.Plf R.Loc LL/TL <br /> TC FORCE AXL �uN� C51 Plating spec : ANSI/TPI - 199b ia reyuired, at 10'-0" O.C. or less. TC Vert 10U.00 0- U- 0 100.00 8- 2-14 0.8U <br /> 1-2 1392 0.41 0.43 O.BG - TIIIS Ut:SIGN IS TIIE COMbOSl'1'E ItESULT OF DC Vort 10.00 � 0- 0- 0 10.00 8- 2-14 0.00 <br /> 2-3 1a13 O.G2 O.a3 O.BS MUL'1'IPLE LOAD CASES. ..Type... � lbs X.Loc LL/TL <br /> 3-A 3A9 0.00 0.2a 0.2a TC Vert 542.0 0- 0- 0 O.GG <br /> C-5 0 0.00 0.11 0.17 <br /> BC FOHCE AXL bNu Cc;l � <br /> 6-7 0 O.UO 0.11 O.I1 <br /> 7-8 -738 0.01 0.11 0.12 <br /> 0-9 -324 0.03 0.04 0.07 <br /> i1EB FORCE CST HEB FOR�F: (:sl <br /> 1-6 -CO 0.01 3-8 SOB 0.27 <br /> 1-7 -1538 0.47 a-P -299 0.08 <br /> 2-7 -301 O.00 4-9 41i o.22 <br /> 3-7 -10A9 0,3C `:-'� -7B U.p: <br /> Pancl Lonflths: <br /> Sld=1-4-12 <br /> 1•2 2-1-10 2-3 2-5-4 <br /> MAX DEFLECTION (span) : <br /> L/999 IN MEM 7-8 (LIVE) <br /> ry � � � m � � � L= -0.02" D= -0.01" T= -0.02 <br /> Y `� Y � � � °� m MAX DEFLECTION (cank) : <br /> �' `" �' L/606 IN MEM 6-7 (LIVE) <br /> L= -0.05" D= -0.02" T= -0.07 <br /> 2-5-4 <br /> 0-t-8 2-6-2 <br />