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Verification Unit Capacity Demand Ctrl EQ Ratio References <br />-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />Pedestal <br />Axial bearing [Kip/in2]4.28 1.02 D213 0.24 DG1 3.1.1 <br />Base plate <br />Flexural yielding (bearing interface)[Kip*ft/ft]25.31 10.30 D165 0.41 DG1 Sec 3.1.2 <br />Flexural yielding (tension interface)[Kip*ft/ft]25.31 4.44 D211 0.18 DG1 Eq. 3.3.13 <br />Shear lug <br />Bearing on the concrete [Kip]139.43 37.74 D164 0.27 DG1 Sec 3.5.2 <br />Shear on the concrete [Kip]75.84 37.74 D164 0.50 DG1 Sec 3.5.2 <br />Flexural yielding [Kip*ft]23.20 11.01 D164 0.47 DG1 p. 43 <br />Weld capacity [Kip/ft]250.58 77.94 D164 0.31 DG1 p. 43 <br />Column <br />Weld capacity [Kip/ft]125.29 56.03 D214 0.45 DG1 p. 35 <br />Elastic method weld shear capacity [Kip/ft]83.53 28.73 D164 0.34 Sec. J2.4 <br />Elastic method weld axial capacity [Kip/ft]125.29 27.12 D214 0.22 Sec. J2.4 <br />-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />Ratio 0.50 <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]7.37 2.00 --Sec. 7.7.1 <br />Effective length [in]18.81 --38.69 <br />-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />Design Check <br />Verification Unit Capacity Demand Ctrl EQ Ratio References <br />-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />Anchor tension [Kip]54.51 22.79 D214 0.42 Eq. D-2 <br />Pullout of anchor in tension [Kip]62.64 22.79 D214 0.36 Sec. D.3.3.4.4 <br />Anchors reinforcement in tension [Kip]316.80 56.03 D214 0.18 Sec. D.5.2.9, <br />D.6.2.9 <br />Anchor shear [Kip]22.68 0.00 DL 0.00 Eq. D-29, <br />Sec. D.6.1.3 <br />Pryout of anchor in shear [Kip]40.10 0.00 DL 0.00 Table D.4.1.1, <br />Sec. D.4.3 <br />-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />Ratio 0.42 <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]1.87 0.25 -- <br />Weld size [1/16in]5 3 --table J2.4 <br />-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />Design Check <br />Page5 <br />18.54 2350 S Pullman St - <br />Phase I3/4/2025