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\� <br /> � P�q�� 3 ' ' � <br /> �J <br /> **** ALLOWABLE DEFLECTIONS ARE BASED ON THE DESIGN SPAN LENGTH (L) OR <br /> TWICE THE LENGTH FOR CANTILEVERS (2L) .' <br /> STRESS INDICES CASE MSI VSI <br /> 1 0.89 0.63 <br /> 2 0.42 0.30 <br /> 3 0.31 0.23 <br /> 9 0.31 0.23 <br /> 5 0.32 0.22 <br /> SLENDERNESS RATIO a 2.71 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 TO DESIGN ANYTHING OTHER THAN LP LVL, LP LSL, OR LPI-JOISTS <br /> IS STRICTLY PROHIBITED. LP IS A TRADEMARK OF LOUISIANA-PACIFIC CORPORATION. <br />