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• <br /> Page 27 of 29 <br /> Beam: B20 Shape Group: Glulam_Western Code: AWC NDS-18: ASD <br /> Floor: 2ND FLOOR Span: Single <br /> Size: 3.5X12FS Fixity: Pinned-Pinned <br /> Material: 24F-1.8E DF Unbalanced Bending: Strong Axis <br /> Function: Gravity <br /> Geometry: Length = 11ft <br /> Points (Start to End): N24 to N63 (5.72312e-14,14,0)to (11,14,0) Angle: 0 degrees <br /> Diagrams for Load Combination 14 : ASCE 2.4.1-8 - <br /> Load Diagram (Live Load Reduction not shown): Distributed Loads (k/ft), Point Loads (k) <br /> 0.3.91717 0.341 0.32 <br /> 0.173 <br /> G:s .E7gaa .<,c�3' Yv 6M`^ "g W. ,, .,.,,. k4,., ...,, Wg A,+3 s�E.../, GdSh�°n.,, r auhdfg <br /> -1.593 <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: 2.003 0 0.99(a) 1.564(a) 0 <br /> J-End: 3.154 0 0.99 3.118 0 <br /> Maximum Total I-End Reaction: 1.298k for LC 13 (ASCE 2.4.1-8 +) <br /> Maximum Total J-End Reaction: 3.389k for LC 13 (ASCE 2.4.1-8 +) NO NET UPLIFT <br /> Shear: 28.5% Capacity at 11ft for LC 13 (ASCE 2.4.1-8 +) <br /> V= 3.389k at 11ft fv= 0.121 ksi Fv' = 0.424ksi <br /> Wood Shear Factors <br /> Fv= 0.23ksi CD= 1.6 Cm = 1 Ct= 1 Ci = 1 <br /> Bending: 18.9% Capacity at 7.56ft for LC 13(ASCE 2.4.1-8+) <br /> M =4.869k-ft RB = 11.3713 le-bend Top = 11ft le-bend Bot= 11ft fb = 0.696ksi Fb' = 3.67779ksi <br /> Wood Bending Factors <br /> Fb = 2.4ksi CD = 1.6 Cm = 1 Ct= 1 Cfu = 1 CL= 0.957758 CF = 1 Cr= 1 CV= 1 <br /> RISAFloor Version 16.0.2.8 [C:\...\...\...\...\...\...\CALCS\HAWARD HOMES LOT 1.rfl] Page 1 <br />