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This output has been based on IBC 2021. The EOR has reviewed it and made any necessary revisions in order to conform to the CBC 2022 and its relevant <br />adoptions & amendments. <br />Steel Base Plate <br />LIC# : KW-06011819, Build:20.24.07.24 Khatri International Inc. (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:Base Plate Check <br />Project Title:French Park Plaza <br />Engineer:Jessica Acevedo <br />Project ID: <br />Project Descr: <br />Code References <br />Calculations per AISC Design Guide # 1, IBC 2021, ASCE 7-16, AISC 360-16 <br />Load Combination Set : ASCE 7-16 <br />General Information <br />Material Properties <br />Load Resistance Factor Design <br />Concrete Support f'c 3 ksi <br />Nominal Bearing Fp per J8 2.550 ksi <br />: LRFD Resistance Factorc 0.65 <br />Steel Plate Fy = 50.0 ksi <br />Assumed Bearing Area :Full Bearing <br />= <br />AISC Design Method <br />Column Properties <br />Steel Section :HSS12x12x3/4 <br />Depth <br />0.698 in <br />in in^230.312Area <br />Width along "X" 20.0 in <br />Length along "Z' 20.0 in <br />Support Dimensions <br />Column assumed welded to base plate. <br />Width 12 in <br />Flange Thickness <br />Ixx in^4 <br />in^4 <br />Web Thickness in <br />Plate Dimensions <br />N : Length 20.0 in <br />B : Width 20.0 in <br />Thickness 0.750 in <br />Iyy <br />Column & Plate <br />Applied Loads <br />99.010 <br />65.690 <br />" P " = Gravity load, "+" sign is downward. <br />k <br />k <br />P-Y <br />k <br />k <br />k <br />k <br />k <br />"+" Moments create higher soil pressure at +Z edge. <br />M-X <br />k-ft <br />k-ft <br />k-ft <br />k-ft <br />k-ft <br />k-ft <br />k-ft <br />V-Z <br />D : Dead Load <br />L : Live <br />Lr : Roof Live <br />S : Snow <br />W : Wind <br />E : Earthquake <br />k <br />H : Lateral Earth k <br />k <br />k <br />k <br />k <br />k <br />"+" Shears push plate towards +Z edge. <br />Anchor Bolts <br />1 1/2" <br />2 <br />1.0 <br />Anchor Bolt or Rod Description <br />Number of Bolts in each Row................... <br />k <br />Number of Bolt Rows........................ <br />Max of Tension or Pullout Capacity........... <br />Shear Capacity.........................................k <br />2.0 inEdge distance : bolt to plate................... <br />Page 17 of 21 <br />HOLD- 408 E Civic Center Dr <br />- 1021192849/24/2024