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Simply Supported Beam Design Spreadsheet <br /> Date' 10/10/2022 Engineer: CRL Project: 9676 Page' <br /> Allowable Soil Bearing: 1500 pat <br /> Frost Depth: 18 inches <br /> Stud Walls: (1)2x6 HF No.2(Ext.Wall) <br /> ALL Limit 360 ATL Limit. 240 PSF <br /> Code Load DL Lr LL S <br /> I Roof 15 20 0 25 <br /> 2 FLR 12 0 40 0 <br /> 3 Deck 10 0 60 25 <br /> 4 Wall 10 0 0 0 <br /> 5 Stair 10 0 60 25 <br /> 6 N/A 0 0 0 0 <br /> Material PrnOcriies <br /> Grade F b F v F c// Fci E min E G <br /> HF No.2(2x&4x) 850 150 1300 405 470000 1300000 0.43 <br /> HF No.1(2x&4x) 975 150 1350 405 550000 1500000 0.43 <br /> HF No.2(Seams) 675 140 500 405 400000 1100000 0 43 <br /> HF Nu.2(Post) 575 140 575 405 400000 1100000 0.43 <br /> DF No.2(2x&4x) 900 180 1350 625 580000 1600000 0.5 <br /> DF No.2(Beams) 875 170 600 t 625 . 470000 1300000 0.5 <br /> DF/DF(241 V4) 2400 265 1650 650 950000 1800000 0.5 <br /> LVL 2.0E 2600 285 2510 750 1017000 2000000 0.67 <br /> PSL 2.0E 2900 290 2900 750 1017000 2000000 0.72 <br /> Sawn(umber Bend <br /> Member Width Depth Area S I C__F <br /> 2x4 1.5 3.5 5.3 3.06 5.36 1.3 <br /> 2x6 1.5 5.5 8.3 7.56 20.80 1.3 <br /> i 2x8 1.5 7.25 10.9 13.14 47 63 1.2 <br /> 2x10 1.5 9,25 13.9 21.39 98.93 1.1 <br /> (2)-2x6 3 5.5 16,5 15.13 41.59 1.3 <br /> (2)-2x8 3 7.25 21.8 26.28 95.27 1.2 <br /> (2)-2x10 3 9 25 27 8 42.78 197 86 1-1 <br /> (2)-2x12 3 11.25 33.8 63.28 355.96 1 <br /> (3)-2x6 4.5 5.5 24.8 22.69 62.39 1.3 <br /> (3)-2x8 4.5 7.25 32.6 39.42 142.90 1.2 <br /> (3)-2x10 4.5 9.25 41,6 64.17 296.79 1 1 <br /> (3)-2x12 4.5 11.25 50.6 94.92 533.94 1 <br /> 4x6 3.5 5.5 19.3 1/.65 48.53 1.3 <br /> 4x8 3.5 7.25 25.4 30.66 111.15 1.3 <br /> 4x10 3,5 9-25 32 4 49.91 230.84 1.2 <br /> 4x12 3.5 11.25 39.4 73.83 415.28 1.1 <br /> 6x10 5.5 9.5 52.3 82.73 392.96 1 <br /> 6x12 5.5 11.5 63.3 12123 697.07 1 <br /> 3.5x9.25 3.5 9.25 32.4 49.91 230.84 1 , <br /> 3.5x11.25 3.5 11.25 39.4 73.83 415.28 1 <br /> 3.5x11.875 3 5 1:875 41 6 82.26 488.41 1 <br /> 3.5513.5 3.5 _3 1, 47.3 106,31 717.61 1 <br /> 12x3 11 25 2.5 26.1 11.72 14.65 1 <br /> 5.5x7.5 5 5 7 5 41.3 51.56 193 36 1 <br /> 5.5x9.25 5.5 9 21 50.9 78.43 362.75 1 <br /> 5.5)(11.25 5.5 11.25 61.9 116.02 652.59 1 <br /> 5.5x13.5 5.5 13 5 74.3 167.06 1127.67 1 , <br /> 5,5515 5.5 15 82.5 206.25 1546 88 1 <br /> 5.5x16 5.5 16 88.0 234.57 1877.33 1 <br /> 5.5x18 5.5 18 99 0 _ 297.00 2673 GO 1 <br /> 5.5x19.5 5.5 19.5 107.3 348.56 3398.48 1 <br /> 5.5x21 5.5 21 115.5 404.25 4244.63 1 <br /> J-__C7- <br /> /))7- <br />