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Verification Unit Capacity Demand Ctrl EQ Ratio References <br />-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />Concrete base <br />Axial bearing [Kip/in2]4.83 0.73 D163 0.15 DG1 3.1.1 <br />Base plate <br />Flexural yielding (bearing interface)[Kip*ft/ft]25.31 6.12 D163 0.24 DG1 Sec 3.1.2 <br />Flexural yielding (tension interface)[Kip*ft/ft]25.31 5.79 D211 0.23 DG1 Eq. 3.3.13 <br />Shear lug <br />Bearing on the concrete [Kip]126.75 42.37 D163 0.33 DG1 Sec 3.5.2 <br />Shear on the concrete [Kip]304.20 42.37 D163 0.14 DG1 Sec 3.5.2 <br />Flexural yielding [Kip*ft]21.09 12.36 D163 0.59 DG1 p. 43 <br />Weld capacity [Kip/ft]250.58 96.27 D163 0.38 DG1 p. 43 <br />Column <br />Weld capacity [Kip/ft]125.29 32.82 D211 0.26 DG1 p. 35 <br />Elastic method weld shear capacity [Kip/ft]83.53 32.26 D163 0.39 Sec. J2.4 <br />Elastic method weld axial capacity [Kip/ft]125.29 16.03 D211 0.13 Sec. J2.4 <br />-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />Ratio 0.59 <br />-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />Anchors <br />Geometric Considerations <br />Dimensions Unit Value Min.Max.Sta.References <br />-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />Anchors <br />Anchor spacing [in]6.00 5.00 --Sec. D.8.1 <br />Concrete cover [in]5.12 3.00 --Sec. 7.7.1 <br />Effective length [in]18.81 --23.19 <br />-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />Design Check <br />Verification Unit Capacity Demand Ctrl EQ Ratio References <br />-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />Anchor tension [Kip]54.51 10.94 D211 0.20 Eq. D-2 <br />Breakout of anchor in tension [Kip]45.36 10.94 D211 0.24 Sec. D.3.3.4.4 <br />Breakout of group of anchors in tension [Kip]59.94 29.17 D211 0.49 Sec. D.3.3.4.4 <br />Pullout of anchor in tension [Kip]62.64 10.94 D211 0.17 Sec. D.3.3.4.4 <br />Anchor shear [Kip]22.68 0.00 DL 0.00 Eq. D-29, <br />Sec. D.6.1.3 <br />Breakout of anchor in shear [Kip]30.64 0.00 DL 0.00 Table D.4.1.1, <br />Sec. D.4.3 <br />Pryout of anchor in shear [Kip]90.72 0.00 DL 0.00 Table D.4.1.1, <br />Sec. D.4.3 <br />-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />Ratio 0.49 <br />-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />Design for minor axis <br />Base plate (AISC 360-16 LRFD) <br />Geometric Considerations <br />Dimensions Unit Value Min.Max.Sta.References <br />-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />Base plate <br />Distance from anchor to edge [in]1.37 0.25 -- <br />Weld size [1/16in]5 3 --table J2.4 <br />-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />Design Check <br />Page5 <br />18.36 2350 S Pullman St - <br />Phase I3/4/2025