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® F 0 R T E s FULL DETAIL REPORT Level, CEILING BEAM PASSED <br /> 1 piece(s) 4 x 10 Douglas Fir-Larch No. 2 <br /> Summary of Loads to Supports <br /> All load groups/combinations/ <br /> patterns <br /> 1490 'a <br /> Maximum Down(lbs)/LDF 1057/0.90 -- 1057/0.90 <br /> Critical Down(lbs)/LDF 1057/0.90 1057/0.90 <br /> Maximum Uplift(lbs)/LDF 0/1.00 0/1.00 <br /> Critical Uplift(lbs)/LDF 0/1.00 0/1.00 <br /> Bearing Length 3.50" 3.50" <br /> Support Fc-perp(psi) 425 425 <br /> Required unbraced length N/A 181.00" N/A <br /> 1.0 Dead (LDF = 0.9) <br /> Loading On All Spans <br /> 1490 <br /> Member Reaction(lbs) 1057 1057 <br /> Loads to Supports(lbs) 1057 1057 <br /> Shear used for design(lbs) N/A 908 908 N/A <br /> Shear at support node(lbs) N/A 1034 -1034 N/A <br /> Shear at span point load(lbs) N/A <br /> Moment(Ft-lbs) 3813 <br /> Live Load Deflection(in) 0.00" <br /> Total Load Deflection(in) 0.40" <br /> Forte v5.1,Design Engine.V6.5.1.1 7/13/2016 12:38:13 PM <br /> Page 1 of 1 <br />