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� � g <br /> .��� <br /> �,,.��,a,o�`��,�oo�`�'� 2 Pcs of 13/4" x 91/4" 4.9E Microliarr� LVL <br /> a�z '��.v«r'��:��a� THIS PRODUCT AAEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> Load Group: Primary Load Group <br /> ^ 10' 2.00" ^ <br /> Max. Vertical Reaction Total (lbs) 3197 3197 <br /> Max. Vertical Reaction Live (lbs) 2205 2205 <br /> Required Bearing Lenqth in 2.15(W) 2.15(W) <br /> Max. Unbraced Lenqth (in) 32 <br /> Loading on all spans, LDF = 0.90 , 1.0 Dead <br /> Desiqn Shear (lbs) 791 -791 <br /> Max Shear (lbs) 960 -960 <br /> Member Reaction (lbs� 960 960 <br /> Support Reaction (lbs) 992 992 <br /> Moment (Ft-Lbs) 2441 <br /> Loading on all spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Roof <br /> Design Shear (lbs) 2550 -2550 <br /> Max Shear (lbs) 3095 -3095 <br /> Member Reaction (lbs) 3095 3095 <br /> Support Reaction (lbs? 3197 3197 <br /> Moment (Ft-Lbs) 7868 <br /> Live Deflection (in) 0.251 <br /> Total Deflection (in) 0.363 <br /> PROJECT INFORMATION: OPERATOR INFORMATION: <br /> Construction R� Spencer S�icen <br /> SotAh Side L�Co <br /> P.O.8aoc 178 <br /> Ropers,MN 56374 <br /> PFwne:7Gi�428-4112 <br /> Faoc :763-428-2971 <br /> Copyright o 2003 by Trua Joiat, a Meyorhuua�r Busineaa <br /> Tlicrollamo ia a rsgiaterW trad�setk of Trua Joiat. <br />