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Page 28 of 29 , <br /> Beam: B21 Shape Group: Glulam_Western Code: AWC NDS-18: ASD <br /> Floor: 2ND FLOOR Span: Single <br /> Size: 5.5X16.5FS Fixity: Pinned-Pinned <br /> Material: 24F-1.8E DF Unbalanced Bending: Strong Axis <br /> Function: Gravity <br /> Geometry: Length = 20ft <br /> Points (Start to End): N21 to N18 (11,2,0)to (31,2,0) Angle: 5.73009e-12 degrees <br /> Diagrams for Load Combination 13 : ASCE 2.4.1-8+ <br /> Load Diagram (Live Load Reduction not shown): Distributed Loads (k/ft), Point Loads (k) <br /> 2.877 <br /> 0.219 0 23 <br /> 0.118 • 0 149 <br /> -2.366 <br /> *Live Load diagram displays controlling LL, LLS, RLL, SL, RL <br /> Envelope and Category Shear Reactions: (k) <br /> Non Reducible (Unreduced) Non Reducible (Unreduced) <br /> DL LL+LLS LL+LLS Roof LL Total Roof LL Total <br /> I-End: 2.619 0 4.5(a) 0.623(a) 0 <br /> J-End: 3.011 0 4.3 0.908 0 <br /> Maximum Total I-End Reaction: 1.892k for LC 14 (ASCE 2.4.1-8-) <br /> Maximum Total J-End Reaction: 2.127k for LC 13 (ASCE 2.4.1-8 +) NO NET UPLIFT <br /> Shear: 10.7% Capacity at 12.29ft for LC 14(ASCE 2.4.1-8 -) <br /> V= -2.75k at 12.29ft fv= 0.045ksi Fv' = 0.424ksi <br /> Wood Shear Factors <br /> Fv= 0.23ksi CD = 1.6 Cm = 1 Ct= 1 Ci = 1 <br /> Bending: 16.9% Capacity at 10ft for LC 14(ASCE 2.4.1-8 -) <br /> M = 13.015k-ft RB = 8.0904 le-bend Top = 10ft le-bend Bot= 20ft fb = 0.626ksi Fb' = 3.71153ksi <br /> Wood Bending Factors <br /> Fb = 2.4ksi CD = 1.6 Cm = 1 Ct= 1 Cfu = 1 CL= 0.984137 CF = 1 Cr= 1 CV= 0.966544 <br /> RISAFloor Version 16.0.2.8 [C:\...\...\...\...\...\...\CALCS\HAWARD HOMES LOT 1.rfl] Page 1 <br />