Laserfiche WebLink
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 />Axial Load Only, No MomentLoad Comb. : +1.20D+L <br />Loading Bearing Stresses <br />Pu : Axial .........184.502 k <br />A1 : Plate Area .........400.000 in^2 <br />A2: Support Area ..................400.000 in^2 <br />sqrt( A2/A1 ) 1.000 <br />Fp : Allowable ............................... 1.658 ksi <br />fb : Actual ................................ <br />Distance for Moment Calculation <br />Stress Ratio .....................0.674 <br />" m " ..................... 4.300 in <br />Design Plate Width .........20.000 in Stress Ratio .......................0.278 <br />X ..............................0.000 in^2 <br />Lambda ...................... 0.000 <br />n' ........................................ 0.000 in <br />n' * Lambda .................................. 0.000 in <br />fu : Max. Bearing Pressure 0.461 ksi <br />ksi <br />L = max(m, n, n'') ......................... 4.300 in <br />Will be different from entry if partial bearing used.Plate Bending Stresses <br />Design Plate Height .........20.000 in <br />" n " ..................... 4.300 in <br />Mmax = Fu * L^2 / 2 ................... 4.264 k-in on 1" strip) <br />Fb : Allowable .............................. 45.000 ksi <br />30.324 <br />Axial Load Only, No MomentLoad Comb. : +1.20D <br />Loading Bearing Stresses <br />Pu : Axial .........118.812 k <br />A1 : Plate Area .........400.000 in^2 <br />A2: Support Area ..................400.000 in^2 <br />sqrt( A2/A1 ) 1.000 <br />Fp : Allowable ............................... 1.658 ksi <br />fb : Actual ................................ <br />Distance for Moment Calculation <br />Stress Ratio .....................0.434 <br />" m " ..................... 4.300 in <br />Design Plate Width .........20.000 in Stress Ratio .......................0.179 <br />X ..............................0.000 in^2 <br />Lambda ...................... 0.000 <br />n' ........................................ 0.000 in <br />n' * Lambda .................................. 0.000 in <br />fu : Max. Bearing Pressure 0.297 ksi <br />ksi <br />L = max(m, n, n'') ......................... 4.300 in <br />Will be different from entry if partial bearing used.Plate Bending Stresses <br />Design Plate Height .........20.000 in <br />" n " ..................... 4.300 in <br />Mmax = Fu * L^2 / 2 ................... 2.746 k-in on 1" strip) <br />Fb : Allowable .............................. 45.000 ksi <br />19.527 <br />Axial Load Only, No MomentLoad Comb. : +0.90D <br />Loading Bearing Stresses <br />Pu : Axial .........89.109 k <br />A1 : Plate Area .........400.000 in^2 <br />A2: Support Area ..................400.000 in^2 <br />sqrt( A2/A1 ) 1.000 <br />Fp : Allowable ............................... 1.658 ksi <br />fb : Actual ................................ <br />Distance for Moment Calculation <br />Stress Ratio .....................0.325 <br />" m " ..................... 4.300 in <br />Design Plate Width .........20.000 in Stress Ratio .......................0.134 <br />X ..............................0.000 in^2 <br />Lambda ...................... 0.000 <br />n' ........................................ 0.000 in <br />n' * Lambda .................................. 0.000 in <br />fu : Max. Bearing Pressure 0.223 ksi <br />ksi <br />L = max(m, n, n'') ......................... 4.300 in <br />Will be different from entry if partial bearing used.Plate Bending Stresses <br />Design Plate Height .........20.000 in <br />" n " ..................... 4.300 in <br />Mmax = Fu * L^2 / 2 ................... 2.060 k-in on 1" strip) <br />Fb : Allowable .............................. 45.000 ksi <br />14.646 <br />Page 19 of 21 <br />HOLD- 408 E Civic Center Dr <br />- 1021192849/24/2024