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PROJECT : PAGE : <br />CLIENT : DESIGN BY : <br />JOB NO. : DATE : REVIEW BY : <br />INPUT DATA & DESIGN SUMMARY <br />AXIAL LOAD OF COMPRESSION P a =7 kips, ASD <br />STEEL PLATE YIELD STRESS F y =60 ksi <br />CONCRETE STRENGTH f c ' =2.5 ksi <br />COLUMN SIZE =>HSS4X4X3/16 <br />BASE PLATE SIZE N =10 in <br />B =10 in <br />AREA OF CONCRETE SUPPORT A 2 =576 in2 <br /> (geometrically similar to and concentric with the loaded area.) <br />USE <br />10 x 10 <br />1/4 in thick plate MIN. <br />ANALYSIS <br />CHECK BEARING PRESSURE (AISC 360-16 J8) <br />170.00 kips >Pa <br />Where A 1 =100 in2, actual area of base plate.[Satisfactory] <br />Wc =2.50 <br />DETERMINE VALUES OF m, n, n', X , and l (AISC 16th Page 14-5) <br />m = 0.5 (N - 0.95 d) =3.10 in <br />n = 0.5 (B - 0.95 b ) =3.10 in <br />n' = 0.25 (d b )0.5 =1.00 in <br />0.04 <br />0.21 <br />Where d =4.00 in, depth of column section. <br />b =4.00 in, width of column section. <br />DETERMINE REQUIRED THICKNESS OF BASE PLATE (AISC 16th Page 14-6) <br />0.19 in <br />Where l = MAX ( m, n, ln' ) =3.10 in <br /> <br />Tube Base Plate Design Based on AISC Manual 16th Edition (AISC 360-16) <br /> <br />12/9/2024 <br />1115 HIGHLAND ST SANTA ANA, CA <br />'1 2 <br />1 <br />/ 0.85 , 1 , 1.7cp c <br />c <br />f A AMIN MAXP A <br />  = = W   W     <br />()2 <br />4 , 1c a <br />p <br />db PX MIN Pd b <br />  W  = =  +   <br />2 , 11 1 <br />XMIN Xl = =  + −  <br />min <br />3.33 a <br />y <br />PltBNF= = <br />BP1 <br />1115 W Highland St <br />1/15/2025