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a <br /> • <br /> (Applies to GLB and solid sawn) "Hole Analysis" <br /> Date: 10/24/2018 <br /> CONSULTING EN INEEIR a <br /> . <br /> Job Name: Kennedy Res. twwevAthe1 <br /> E A D IL. IC`yl E S <br /> Customer: Cascade Capital •: E N(I N E E R I hd S <br /> TRu am OE:S3r.5e5 <br /> Beam Type: 24F-V4 <br /> Beam Mark Number: U13 E.:N0tr4 ciamt.2'arczcr0 r s# 3Dutr <br /> "All input values must be in inches If 2nd or 3rd hole <br /> doesn't exist, /W <br /> (W)Beam Width 5.125 enter zero's <br /> (H)Beam Height 18.000 i <br /> 1st Hole 2nd Hole Hole#1 <br /> (DJ Hole Diameter 3.000 (D2)Hole Diameter 0.000 - <br /> Hole Width/Depth 5.125 Hole Width/Depth 0.000 Hole#2 <br /> (Hl)Dist.to hole centroid 9.000 (H2)Dist.to hole Centroid 0.000 H —- <br /> Hole#3 <br /> 3rd Hole —- <br /> (D3)Hole Diameter 0.000 <br /> Hole Width/Depth 0.000 _ 1 H i H1 <br /> z <br /> (H3)Dist.to hole Centroid 0.000 Hs <br /> I,hole#1 11.53 I(hole#2) 0.001 <br /> I,beam 2490.75 5 1/8" <br /> Beam Area 92.25 Hole 2 Area 0.00 <br /> Hole 1 Area 15.38 <br /> Centroid 9.00 I'(hole#2)1 0.001 <br /> 1',beam 2490.75 18" -- -- `1— 3" dia. hole <br /> I',hole#1 11.53 I(hole#3) 0.00 j -- -- <br /> u p 9" <br /> Hole 3 Area 0.00 <br /> r(hole#3)L____ 0.00; <br /> Net Area 76.88 __-- Section View <br /> I(for composite) 2479.22 <br /> Section Modulus/Sxt 275.47 Use lesser of Sx1 or Sx2 for moment allowable <br /> Section Modulus/Sx2 275.47 <br /> Moment and Shear Check: <br /> M=Moment@hole= 32,637 lb-ft\Values are max. forces M. <br /> v=Shear @ hole= 6,409 lbs. / 51f7� !P <br /> Allowable Design Value for Moment 2,313 psi without Cd Cv= 0.9637 ,r"", "k,C t '.4.1110" <br /> � ,✓ <br /> Allowable Design Value for Shear 265 psi without Cd ;r °;r "1' . <br /> Load Duration Factor 1.00 C ' �le <br /> '13 <br /> output: � .m <br /> fb=M/Sx_ 1422 psi ,t+ :.i 4„'tk (M:' <br /> Vallow,= 13581 lbs. /{}tRc�R�41- Digitally sealed <br /> ""#V Yt t"` Oct.25,2018 <br /> Va..' 2 3 FjC Aoet) <br /> Moment fh=PSI= MSI RATIO: <br /> 1,422 < 2,313 Allowable 0.615 <br /> OK <br /> Shear V=LBS= VSI RATIO: <br /> 6,409 < 13,581 Allowable 0.472 ' <br /> OK <br /> Certification is to verify the joist/beam/truss to carry the loads <br /> shown and/or for repair design.The applied loads, <br /> dimensions,and field conditions info was provided by others. 2 <br /> The loads and dimensions must be verified and approved for U 1 3 Sh.- of-2- <br /> the specific application by the project design professional. <br />