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BEAM DESIGN <br /> Job Number 23026 <br /> Plan : <br />Code : AF&PA NDS-2018 <br /> Design Method:ASD <br />Load Combination: 2021 IBC/2022 CBC & ASCE 7-16 <br /> All timber shall be Douglas Fir-Larch-19% max .moisture content. <br />Timber Properties : <br />Sawn Lumber(DFL) <br />2X Josit& Rafters(No.2) <br />4X Swan Beams(No.2) <br />6X Swan Beams(No.1) <br />Glued Laminated Beam <br />Glulam 24F-V4 DF/DF <br />Glued Laminated Beam <br />TimberStrand LSL 1.55E <br />Parallam PSL 2.0E <br />Microllam LVL 1.9E <br />Wood Post Axial Loads Capacity: <br />POST HEIGHT (FT) <br />Post 7 8 9 10 12 14 18.67 22 <br />2x4 DFL STANDARD 3.29 2.64 2.14 1.76 1.25 0.93 --- --- <br />2x4 DFL STUD 2.89 2.42 2.01 1.69 1.22 0.91 ------ <br />4x4 DFL No.2 8.73 7.00 5.69 4.69 3.33 2.48 --- --- <br />2x6 DFL STUD 5.16 5.16 5.16 4.93 4.00 3.18 1.94 1.43 <br />2x6 DFL No.2 5.16 5.16 5.16 5.16 5.06 3.88 2.28 1.67 <br />4x6 DFL No.2 13.58 10.93 8.90 7.35 5.22 3.89 --- --- <br />4x8 DFL No.2 17.71 14.30 11.67 9.66 6.87 5.12 --- --- <br />4x10 DFL No.2 22.32 18.10 14.81 12.27 8.74 6.52 ------ <br />4x12 DFL No.2 27.15 22.01 18.01 14.92 10.63 7.93 --- --- <br />6x6 DFL No.1 26.37 24.84 23.01 20.99 16.90 13.42 8.15 6.00 <br />6x8 DFL No 1 35.96 33.87 31.38 28.62 23.05 18.30 11.11 8.19 <br />8x8 DFL No.1 52.82 51.56 50.01 48.16 43.51 37.99 25.86 19.67 <br />Fb Fv E <br />900 <br />900 <br />180 1.6 E <br />180 1.6 E <br />1350 170 1.6 E <br />265 1.8 E2400/1850 <br />2.0 E <br />1.9 E <br />1.55 E2350 <br />2900 <br />2600 <br />310 <br />285 <br />285 <br />522 S Rosewood Ave & 1127 <br />W Bishop St4/29/2025