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Steel Base Plate <br />LIC# : KW-06013623, Build:20.24.05.02 Gomez Construction Services (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:BASE PLATE <br />Project File: 24-209.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />Axial Load + Moment, Ecc. > L/2Load Comb. : W Only <br />Loading <br />Pu : Axial .........0.000 k <br />A1 : Plate Area .........144.000 in^2 <br />Bearing Stresses <br />A2 : Support Area .....................144.000 in^2 <br />sqrt( A2/A1 )1.000 <br />fu : Max. Bearing Pressure ( set equal to Fp ) <br />Stress Ratio ....................1.000 <br />Plate Bending Stresses <br />Fp : Allowable ...............................1.381 ksi <br />Mu : Moment ........2.220 k-ft 0.000 k <br />"A" : Bearing Length 0.298 <br />Plate Moment from Bolt Tension .......0.716 k-in <br />0.927 k-in on 1" strip) <br />fb : Actual ................................22.254 ksi <br />Mmax .......................................... <br />Mpl : Plate Moment 0.077 k-in <br />Fb : Allowable ................................32.400 ksi <br />Stress Ratio ....................0.687 <br />Eccentricity ........................266400.000 0.000Stress Ratio ....................in <br />Calculate plate moment from bolt tension . . . <br />Tension per Bolt ..........................1.236 k <br />Tension : Allowable .................... <br />in <br />Dist. from Bolt to Col. Edge .............3.475 in <br />Calculate plate moment from bearing . . . <br />Effective Bolt Width for Bending .....12.000 in <br />max(m, n)4.600 in <br />T-MOBILE <br />LA02034A <br />19 of 28