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Verification Unit Capacity Demand Ctrl EQ Ratio References <br />-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />Concrete base <br />Axial bearing [Kip/in2]5.53 0.97 D214 0.17 DG1 3.1.1 <br />Base plate <br />Flexural yielding (bearing interface)[Kip*ft/ft]25.31 10.05 D164 0.40 DG1 Sec 3.1.2 <br />Flexural yielding (tension interface)[Kip*ft/ft]25.31 4.74 D212 0.19 DG1 Eq. 3.3.13 <br />Shear lug <br />Bearing on the concrete [Kip]133.09 31.46 D165 0.24 DG1 Sec 3.5.2 <br />Shear on the concrete [Kip]321.70 31.46 D165 0.10 DG1 Sec 3.5.2 <br />Flexural yielding [Kip*ft]22.15 9.18 D165 0.41 DG1 p. 43 <br />Weld capacity [Kip/ft]250.58 68.07 D165 0.27 DG1 p. 43 <br />Column <br />Weld capacity [Kip/ft]125.29 48.60 D213 0.39 DG1 p. 35 <br />Elastic method weld shear capacity [Kip/ft]83.53 23.95 D165 0.29 Sec. J2.4 <br />Elastic method weld axial capacity [Kip/ft]125.29 24.20 D213 0.19 Sec. J2.4 <br />-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />Ratio 0.41 <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]21.12 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 19.76 D213 0.36 Eq. D-2 <br />Breakout of anchor in tension [Kip]62.43 19.76 D213 0.32 Sec. D.3.3.4.4 <br />Breakout of group of anchors in tension [Kip]74.41 48.52 D213 0.65 Sec. D.3.3.4.4 <br />Pullout of anchor in tension [Kip]46.98 19.76 D213 0.42 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]38.76 0.00 DL 0.00 Table D.4.1.1, <br />Sec. D.4.3 <br />Pryout of anchor in shear [Kip]166.47 0.00 DL 0.00 Table D.4.1.1, <br />Sec. D.4.3 <br />-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />Ratio 0.65 <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]1.62 0.25 -- <br />Weld size [1/16in]5 3 --table J2.4 <br />-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />Design Check <br />Page5 <br />18.62 2350 S Pullman St - <br />Phase I3/4/2025