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Vlleyerhaeuser Company <br /> JOB NAME: <br /> E-Z CaIC (v6.2.5-R) LOCATION: 09/26/2005 <br /> JOB NO: First Job DESIGNER: SHEET: <br /> MARK New Mark Roof Beam <br /> MEMBER SLOPE: 0/12 Input reflects horizontal clear spans. <br /> W1= 1000 plf LL = 600 plf DL =400 plf Duration = 115% <br /> Member Weight = 8.1 plf <br /> W 1 8' <br /> LOADS <br /> s� <br /> 4284# <br /> SHEAR <br /> 9104'# <br /> -4284# <br /> MOMENT <br /> Maximum Reactions Support 1 Support 2 <br /> Critical Live Load: (DOL) 2550 (115) 2550 (115) <br /> Dead Load: 1734 1734 <br /> %Allow. Maximum Allow. DOL -Control <br /> Shear: ( Ibs) 48% 3486 7265 115% -All Loads <br /> Positive Moment: (ft-Ibs) 59% 9104 15351 115% -All Loads <br /> Deflection LL Ratio TL Ratio <br /> Span: 0.141 l/724 0.237 1/431 EI =500 x 106 <br /> *** USE DOUBLE 1.75 x 9.5 INCH StrucLam(2.OE) *** <br /> Min end bearing = 1.63 inches. Support bearing length requirements must be checked separately. Continuous lateral <br /> support required at top edge. Lateral support required at bearings for bottom edge. Connect multiple ply members per <br /> Weyerhaeuser Installation Guidelines. <br /> � r � � �C � � G�o� �S �� ►-v ��:t L <br /> �iL�.-�1f` �j O�.� L 4-� l.L�� J�-1� <br /> v <br /> The products noted are intended for interior use,normal temperatures,untreated applications and must be installed in accordance with local building code <br /> requirements and Weyerhaeuser Company recommendations. This calculation reflects the specific design information and product determination for engineered <br /> wood products manufactured by Weyerhaeuser Company. The loads,spans and spacings have been provided by others and all information noted should be <br /> carefully examined and verified for the accuracy and suitability of all design parameters and product selections. <br />