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Pa4e 2 <br /> ' +UNIF DEAD TOP ROOF 0.90 102.0 PLF U.000' 18.000' <br /> +UNIF DEAD TOP FLOOR 0.90 11.9 PLF 0.000' 18.000' <br /> + INDICATES LOAD IS BASED ON SPAN CARRIED AND INPUT L.IVE OR DEAD LOAD PSF'. <br /> MP.XIMUM SE,CTION FORCES: MUMENT = 7657 LB-FT SHEAR = 3537 TBS <br /> MAXIMUM UIQFACTORED SUPPORT REACTIONS (LBS) USE THESE VALUES WHEN DESIGNING CONNECTORS <br /> ------------------------------------------------------------------------------------- <br /> BRG$l: 2813 BRG#2: 8628 BRG#3: 2813 <br /> REQUIRED BEARING SIZES (IN) <br /> --------------------------- <br /> BRG#1: 1.50 BRG#2: 3.50 BRG#3: 1.50 <br /> LIVE LOAD DEFLECTION TOTAL LOAD DEFLECTION <br /> SPAN ACTUAL ALLOW. L/? ACTUAL ALLOW. L/? <br /> ---- ------ ------ -------- ------ ------ -------- <br /> 1 0.052 0.298 L/2052 0.085 0.997 L/1?_69 <br /> 2 O.OS2 0.298 L/2052 0.085 0.997 L/1269 <br /> **** ALLOWABLE DEFLECTIONS ARE BASED ON THE DESIGN SPAN LENGTH (L) OR <br /> TWICE THE LENGTH FOR CANTILEVERS {2L� . <br /> MAXIMUM STRESS INDICES: MSI = 0.33 VSI = 0.38 RSI = 0.99 <br /> SLENDERNESS RATIO = 3.39 LIMIT = 10.00 <br /> VERIFY YOUR INPUT TO AVOID DESIGN AND FABRICATION MISTAKES. YOU ARE SOLELY <br /> RESPONSIBLE FOR ERRORS RESULTING FROM INCORRECT INPUT. THIS PROGRAM IS A DESIGN <br /> TOOL AND SHOULD BE USED WITH EXTREME CARE THAT INPUT UNIFORM AND CONCENTRATED <br /> LOADS ARE ACCURATE IN MAGNITUDE AND LOCATION. IF YOU HAVE ANY QUESTIONS OR <br /> UNCERTAINTIES, PLEASE CONTACT LP. <br /> THIS COMPONENT DESIGN IS SPECIFICALLY FOR LP ENGINEERED WOOD PRODUCTS. <br /> USE OF THIS PROGRAM T� DESIGN ANYTHING OTIIER THAN LP LVL, LP LSL, OR LPI-JOISTS <br /> IS STRICTLY PROHIBITED. I.P IS A TRADEMARK OF LOUISIANA-PACIFIC CORPORATION. <br />