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VECTOR STRUCTURAL ENGINEERS
<br />GRADES c COVE Fc (psi)
<br />DF1 (5x)Douglas Fir Larch #1 5x & Larger0.8 0.25 1,000
<br />DFL#1 DOUGLAS FIR LARCH #1 0.8 0.25 1,450
<br />PROJECT:Harmon St ADUs JOB NO.:A025.033 SUBJECT:COLUMNS DFL#2 DOUGLAS FIR LARCH #20.8 0.25 1,300
<br />DFLSTUD Douglas Fir Larch Stud 0.8 0.25 825
<br />NOTE: COLUMN CAPACITIES LISTED ARE INTENDED AS GENERAL REFERENCE ONLY AND MAY 24F-V4 0.9 0.10 1,650
<br />NOT CORRELATE WITH SPECIFIC CALL-OUTS ON PLANS.24F-V8 0.9 0.10 1,650
<br />LSL 0.9 0.10 1,400
<br />LVL (1.9) 0.9 0.10 2,510
<br />PSL 0.9 0.10 2,500
<br />LVL (2.0) 0.9 0.10 2,510
<br />Effect
<br />Length
<br />strong
<br />dir 'l1'
<br />(ft)
<br />Effect
<br />Length
<br />weak
<br />dir 'l2'
<br />(ft) Grade Size Cm CD CF l1/d l2/b
<br />l/d
<br />control Kf KcE FcE (psi) Fc* (psi)c CP
<br />Column
<br />Area 'A'
<br />(in2)Fc' (psi)
<br />9 2 DFLSTUD (2)2X4 1.00 1.00 1.15 30.86 8.00 30.86 1 0.3 441 949 0.8 0.41 10.5 387.84
<br />9 2 DFLSTUD (3)2X4 1.00 1.00 1.15 30.86 5.33 30.86 1 0.3 441 949 0.8 0.41 15.75 387.84
<br />9 2 DFLSTUD (4)2X4 1.00 1.00 1.15 30.86 4.00 30.86 1 0.3 441 949 0.8 0.41 21 387.84
<br />9 2 DFLSTUD (5)2X4 1.00 1.00 1.15 30.86 3.20 30.86 1 0.3 441 949 0.8 0.41 26.25 387.84
<br />9 2 DFLSTUD (2)2X6 1.00 1.00 1.10 19.64 8.00 19.64 1 0.3 1090 908 0.8 0.75 16.5 680.91
<br />9 2 DFLSTUD (3)2X6 1.00 1.00 1.10 19.64 5.33 19.64 1 0.3 1090 908 0.8 0.75 24.75 680.91
<br />9 2 DFLSTUD (4)2X6 1.00 1.00 1.10 19.64 4.00 19.64 1 0.3 1090 908 0.8 0.75 33 680.91
<br />9 2 DFLSTUD (5)2X6 1.00 1.00 1.10 19.64 3.20 19.64 1 0.3 1090 908 0.8 0.75 41.25 680.91
<br />9 9 DFL#2 4X4 1.00 1.00 1.15 30.86 30.86 30.86 1 0.3 505 1495 0.8 0.31 12.25 462.99
<br />9 9 DFL#2 4X6 1.00 1.00 1.10 19.64 30.86 30.86 1 0.3 505 1430 0.8 0.32 19.25 460.73
<br />9 9 DFL#2 4X8 1.00 1.00 1.05 14.90 30.86 30.86 1 0.3 505 1365 0.8 0.34 25.375 458.22
<br />9 9 DFL#2 4X10 1.00 1.00 1.00 11.68 30.86 30.86 1 0.3 505 1300 0.8 0.35 32.375 455.42
<br />9 9 DFL#2 4X12 1.00 1.00 1.00 9.60 30.86 30.86 1 0.3 505 1300 0.8 0.35 39.375 455.42
<br />9 9 DF1 (5x) 6X4 1.00 1.00 1.00 30.86 19.64 30.86 1 0.3 536 1000 0.8 0.46 19.25 458.45
<br />9 9 DF1 (5x) 6X6 1.00 1.00 1.00 19.64 19.64 19.64 1 0.3 1324 1000 0.8 0.78 30.25 778.09
<br />9 9 DF1 (5x) 6X8 1.00 1.00 1.00 14.40 19.64 19.64 1 0.3 1324 1000 0.8 0.78 41.25 778.09
<br />9 9 DF1 (5x) 6X10 1.00 1.00 1.00 11.37 19.64 19.64 1 0.3 1324 1000 0.8 0.78 52.25 778.09
<br />9 9 DF1 (5x) 6X12 1.00 1.00 1.00 9.39 19.64 19.64 1 0.3 1324 1000 0.8 0.78 63.25 778.09
<br />14,744
<br />17,932
<br />11,627
<br />8,869
<br />22,470
<br />28,088
<br />5,672
<br />16,853
<br />Exx (psi)
<br />1,800,000
<br />1,900,000
<br />2,000,000
<br />1,700,000
<br />6,108
<br />2,000,000
<br />8,145
<br />1,300,000
<br />1,700,000
<br />11,235
<br />10,181
<br />Max allowable
<br />load 'P' (lb) notes
<br />4,072
<br />Copyright © 2018 Vector Structural Engineering, LLC
<br />This Excel workbook contains proprietary information belonging to
<br />Vector Structural Engineering, LLC, and may be neither wholly nor
<br />partially copied or reproduced without the prior written permission of
<br />Vector Structural Engineering, LLC.
<br />1,600,000
<br />1,400,000
<br />1,800,000
<br />40,655
<br />49,214
<br />8,825
<br />23,537
<br />32,096
<br />Page 12AllX ENG
<br />DESIGN & ENGINEERING
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