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Page 2 <br /> TRAP LIVE TOP ROOF 315 PZF 483 PLF 0.000' 12.500' <br /> TRAP DEAD TOp ROOF 113 PZF 1�3 PLF 0. 000' 12.50�' <br /> +UNIF DEAD SIDE ROOF 6 PLF 0.000' 12.500' <br /> � INDICATES ZOAD IS BASED ON SPAN CARRIED AND INPUT LIVE OR DEAD LOAD PSF. <br /> M�XIMUM S�CTION FORCES: MOMENT = 10288 FT-LBS SHEAR - 30�8 LBS <br /> MAXIMVM UNFACTORED SUPPORT REACTTONS (LBS) US� THESE VALUES WHEN A�SIGNING CONA <br /> -----------------------�_�__��____--------------------------------------------- <br /> HRG#1: 3187 BRG#2: 3662 <br /> REQUIR�D BEARING SIZES (IN) <br /> -----------------------�_-- <br /> BRG�1: 3.00 BRG�2: 3.00 <br /> �IVE LOAD DEE'LC. TOTA� LOAD DEFLC. <br /> SP.AN ACTUAL ALLOW. L/? ACTUAL ALLOW. L/? <br /> . 1 0.414 0. 613 355 0.568 0.817 259 <br /> **** FOR DEFLECTIpI�1 L IS DEFIN�D AS DESIGN SPAN LEIVGTH OR <br /> '�WICE �HE LENGTH FOR CANTILEVERS. <br /> MAXIMUM STRESS INDZCES: MSI = O. B84 VSZ S 0. 653 <br /> SLENDERNESS RATIO = 6.79 LIMIT = 10.0 <br /> VERIFY YOUR INPU'� m0 AVOID bESIGN AND FABRIGATION MISTAKES. YOU ARE SpLELY <br /> RESPONSIBLE FOR ERRORS R�SULTING E"120M YNCORRECT INPUT. THIS PROGRAM IS A DESIGN <br /> TOOL AND SHOVLD BE USED WITH �XTREME CARE THAT II�tPUT UNIk'ORM AND CONCENTRATED <br /> LOADS �1RE ACCURATE IN MAGNITUDE AND LOGATION. IF YOU HAVE ANY QUESTIONS OR <br /> UI�TCERTAZNTIES, PLEASE CONTACT �,P. <br /> '�HIS COMPONENT DESIGN IS SPECIFICALLY FOR LP ENGINEERED WOOD PRODUCTS. <br /> USE OF THIS PROGRAM �0 DESZGN ANYTHING OTHER THAN GANG-LAN! LVL, OR LPI-JOISTS <br /> zS STRICTLY PROHTBITED. Lp IS A TFtADE�MAKK OF LOUISIANA-PACIFTC CORPORATION <br /> z'd 9L8'ON QOOM �H21f11Jf1�1S Wti0i:0L E00Z'6i'Nfit <br />