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�.,��,� � . A <br /> r.►��,a+o�`���°`.�`�� 2 Pcs of 1 1/2" x 91/4" 1.3E Solid Sawn Hem-Fir#2 <br /> �"�.'_ �«'.�'��o.� THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> Load Group: Primary Load Group <br /> ^ 9' 10.00" ^ <br /> Max. Vertical Reaction Total (lbs) 1605 1605 <br /> Max. Vertical Reaction Live (lbs) 1103 1103 <br /> Required Bearinq Lenqth in 1.50(W) 1.50(W} <br /> Max. Unbraced Length (in) 32 <br /> Loadinq on all spans, LDF = 0.90 , 1.0 Dead <br /> Design Shear (lbs) 385 -365 <br /> Max Shear (lbs) 471 -471 <br /> Member Reaction (lbs) 471 471 <br /> Support Reaction (lbs) 503 503 <br /> Moment (Ft-Lbs) 1157 <br /> Loadinq on all spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Roof <br /> Desiqn Shear (lbs) 1229 -1229 <br /> Max Shear (lbs) 1503 -1503 <br /> Member Reaction (lbs) 1503 1503 <br /> Support Reaction (lbs) 1605 1605 <br /> Moment (Ft-Lbs) 3695 <br /> Live Deflection (in) 0.172 <br /> Total Deflection (in) 0.250 <br /> PROJECT INFORMATION: OPERATOR INFORMATION: <br /> C.onstruction Resu�s Spenoer Sanken <br /> South Side Lurnber Co <br /> P.O.Baoc 178 <br /> Rogers,MN 5ai74 <br /> f'hone:763-4ZB-4112 <br /> Faoc :?63-42�2971 <br /> Copyright O 2003 by Trus Joist, a ttsysrha�user Bueinesa <br />