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8/24/2021 <br /> ell . IBC 2018 Cast-in-place Anchor Bolt Design referencing ACI 318-14 Chapter 17 8:49AM <br /> Version Dale.November 23,2020 By: SDP Reviewed by: TMD <br /> JOB TITLE:Everett WA Sunbelt Wash Bay JOB#: 21114 <br /> Column:Typical DESIGNER: NGW <br /> Pier and Anchor Bolt Geometry Does column bear on Pier or Footing? Pler <br /> Min Edge or Spacing Bolt <br /> Left Pier Edge 7 Quantities A:Base Plate Width(II to foundation wad) 5 in <br /> X1 0 B:Base Plate Length(1 to foundation wall) 12.75 in <br /> X2 0 C:Edge of Base Plate to Edge of Pier 3 in min <br /> X3 1.5 2 D:Requested minimum pier width 17 in D:Footing Width 36 in <br /> Column centerline 0 cc E:Requested minimum pier length 24 in E:Footing Length 36 in <br /> X4 1.5 2 D:Pier Width 17.0 in <br /> X5 0 E:Pier Length(not including foundation thick 24.0 in <br /> X6 0 Top of pier to top of footing 24 in <br /> Right Pier Edge 7 4 #Bolts in Group <br /> Pier Dimensions <br /> Top Pier Edge 10 17 0 "wide CONCRETE PIER,BASE PLATE,ANCHOR BOLT <br /> Z1I 2 I 24.0 "long LAYOUT <br /> Column centerline 0 « Bolt Group Dimensions <br /> Z21 2 I 4.0 wide 18 <br /> Bosom Pier Edge 10 3.0 "long 16 <br /> to <br /> Pier confined for force? YES ♦ 12 -- -- _-a <br /> • <br /> Pier confined for Thrust V YES It <br /> farce? a <br /> Pier confined for Braced •6 ♦ <br /> Frame V force? YES <br /> 4 <br /> Anchors Torqued: NO e • <br /> Bolt Grade: A36 0• <br /> Bolt Diameter: 0.75 inches -18-16-14-12-10 -8 -e - -22 0 •2 4 6 8 tO 12 l4 16 18 <br /> Embedment Length: 8 inches -4 <br /> Concrete f,: 3,000 psi •.. • <br /> Nut Type: HEAVY HEX -e <br /> Anchor Fv: 58 ksi 40 <br /> Bolt Area A : 0.33 je2 • 12 • <br /> Pier Height:1 24 'inches OK <br /> Bolt type: H -14 <br /> -16 <br /> Use Plate Washers? NO -1e <br /> Square Plate Washer Size: 0.79 in Tensile HSA Hex Nut Heavy Hex Nut <br /> Bearing Area: 0.91 in2 Bolt Threads Stress bearing Head bearing bearing <br /> Bearing Area Used: 0.91 in2 <br /> Diameter per Area area diameter F area F area <br /> (iQl (inch) lin'1 fin') (in) (tin) fin') (lin) fin') <br /> 0.5 13 0.14 0.59 1 0.75 0.29 0.88 0.47 <br /> Steel f,: 0.75 Section 17.3.3 0.625 11 0.23 0.69 1.125 0.94 0.45 1.06 0.67 <br /> Steel f: 0.65 Section 17.3.3 0.75 10 0.33 0.79 1.25 1.13 0.65 1.25 0.91 <br /> Concrete C 0.75 Section 17.3.3 0.875 9 0.46 0.88 1.375 1.31 0.89 1.44 1.19 <br /> :1 1 'Section 19.2.4 1 8 0.61 0.98 1.5 1.50 1.16 1.63 1.50 <br /> 1 Section 17.2.6 1.125 7 0.76 1.08 1.625 1.69 1.47 1.81 1.85 <br /> 1.25 7 0.97 1.18 1.75 1.88 1.82 2.00 2.24 <br /> 1.375 6 1.15 1.28 1.875 2.06 2.20 2.19 2.66 <br /> Eccentricity for Tension 1.5 6 1.41 1.37 2 2.25 2.62 2.38 3.12 <br /> 0 in 1.75 5 1.90 1.57 2.25 2.63 3.56 2.75 4.14 <br /> Eccentricity for Shear 2 4.5 2.50 1.77 2.5 3.00 4.65 3.13 5.32 <br /> 0 in 2.25 4.5 3.25 1.96 2.75 3.38 5.89 3.50 6.63 <br /> 2.5 4 4.00 2.16 3 3.75 7.27 3.88 8.09 <br /> 2.75 4 4.93 2.36 3.25 4.13 8.80 4.25 9.70 <br /> 4 3 5.97 2.55 3.5 4.50 10.47 4.63 11.46 <br />