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--_______________________________________________________________________________ <br />PRbGRAM : Timber Beam Deaign v2.09 PAGE N0. 3 <br />Design Build Servicea, Inc. TIME : Moa Mar 25 13:53:56 1996 <br />JOB : Lucas/Ennie Remodel JOB NO. : 104 <br />RUN : Framing DESZGNED BY: CHECKED '3Y: <br />---------- --�-------------------------------------°°_________ <br />______________________-•------------------------------ <br />D�sign of Beam 2: Support Por Rids�e <br />I:NPU'C <br />Rc>of <br />C�d2 : UBC <br />Wet Use : No <br />Rep. Ue�e : No <br />Lt . Carit . : N <br />Rt . Ca+.it . : Y <br />Live Load ( Lb/Ft <br />Dead Load ( Lb/Ft <br />Snow Load ( Lb/Ft <br />Wind Load ( Lb/Ft <br />TL Deflection <br />'i. Deflection <br />_tern Loading <br />"2) : 16 <br />�2) : 15 <br />''2) : 25 <br />"2) : 16 <br />: L/180 <br />: L/240 <br />: Yes <br />SPAN DATA (Length is to center line of bearing} <br />SPAN 1 SPAN � <br />Length 7'-0" I 3'-0" <br />Actual 7'-0,915" 3'-4.249" <br />Brg. 0" <br />Min. 1.5" <br />Total Length <br />0" <br />2.214" <br />11'-2.�64" <br />HlJlll'1'.LUNAL LOADs (Dietancea are from le <br />REF � LOAD LOAD DISTANC.".,` <br />?':^ CASE TYFE TO START <br />1 I S C I 10 <br />MEMBER SELECTED <br />Sawn Hein-Fir No. 2 2x12x3 <br />IS MEtdHER OK? : Yea <br />Slope 6 in 12 <br />Sp�ciea : Hem-Fir <br />3rade : No. 2 <br />Tr?.b. Width � 3'-0" <br />DOL : 115 <br />Sicie Loaded : NO <br />ts: Lb Ft <br />LOAD BEGIN <br />LENGTH I VA,UE <br />2177.00 <br />END <br />VALUE <br />CONTROL REACTION RENDING SHEAR LL-DEFL TL-DEFL <br />( Lb) ( Lb/Tii �2) ( Lb/In �2i ( In) I ( In) <br />MAX VAL,UE 4036 -902 65.38 -0.182 -0.181 <br />°a OF ALLOW n/a 80 75 54 40 <br />LOCATION 7'-0" 7'-0" 7'-10.052" 10'-0" 1Q'-0" <br />MAXIMUM ?3ANGER FORCES : -414.4 Lb (LEFT) <br />------------------------------------------------------------ <br />12 In. <br />Deep <br />------------------------------------------------------------ <br />-414.4 Lb 4036 Lb <br />