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�.��� � . <br /> �, <br /> Tr.�n a,o�.,N,m .,00�� 2 Pcs of 1 1/2" x 91/4" 1.3E Solid Sawn Hem-Fir#2 <br /> u..r, ,o►�ooa,,:so-�oaM <br /> Aw.� �.v«.�:�.�0.9 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> Load Group: Primary Load Group <br /> ^ 9' 6.00" ^ <br /> Max. Vertical Reaction Total (lbs) 3120 977 <br /> Max. Vertical Reaction Live (lbs) 2173 673 <br /> Required Bearinq Lenqth in 2.57(W) 1.50(W) <br /> Max. Unbraced Lenqth (in) 32 <br /> Loading on all spans, LDF = 0.90 , 1.0 Dead <br /> Design Shear (lbs) -34 -223 <br /> Max Shear (lbs) 925 -282 <br /> Member Reaction (lbs) 925 282 <br /> Support Reaction (lbs) 947 304 <br /> Moment (Ft-Lbs) 602 <br /> Loadinq on all spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Roof <br /> Desiqn Shear (lbs) -133 -724 <br /> Max Shear (lbs} 3051 -909 <br /> Member Reaction (lbs) 3051 909 <br /> Support Reaction (lbs) 3120 977 <br /> Moment (Ft-Lbs) 1989 <br /> Live Deflection (in) 0.018 <br /> Total Deflection (in) 0.027 <br /> PROJECT INFORMATION: QPERATOR INFORMATION: <br /> Co�on Rewks gp� � <br /> Sot�th Side Ltrriber Co <br /> P.O.Baoc 178 <br /> Rops�s,MN 563/4 <br /> Phons:763-428-4112 <br /> Faot :763-42�2971 <br /> Copyright e 2003 by 2rus Joiat, e UeqerMeuaer Buniaaea <br />