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' Page `3 <br /> � 5 1 0.007 0.690 L/22898 0.235 0.854 L/653 <br /> **** FOR DEAD LOAD DEFLECTION DATA SEE LOAD CASE 2 **** <br /> **** TOTAL LOAD DEFLECTION SHOWN IS INSTANTANEOUS. **** <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 0.77 0.51 <br /> 2 0.39 0.26 <br /> 3 0.28 0.19 <br /> 4 0.28 0.19 <br /> 5 0.29 0.19 <br /> SLENDERNESS RATIO = 2.26 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 SPECIFTCALLY 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 />