Laserfiche WebLink
Created with ClearCalcs.com <br /> Steel Beam(ASD)(version 77)—Generic Beam <br /> I Date: Apr 18,2024 <br /> Client: <br /> M job#: <br /> THOMAS FULGHA _ <br /> Author: <br /> Subject: Shoe PASS <br /> Project: GreenShield — --- -- -- <br /> References: AISC 360-16(ASD) - - <br /> Summary <br /> Critical Bending Moment Demand AI,, = 5441b•ft <br /> 27% Allowable Bending Moment Strength A'I,,IQ = 2000 lb•ft <br /> Governing Load Combination for Moment lbin C = D+H+F+L <br /> Shear Demand Va = 4891b <br /> Allowable Shear Strength <br /> j1nIQ= 20700lb DISCam-16G1 <br /> Governing Load Combination for Shear aLC = D+H+F+L <br /> 78% Critical Deflection 69ov = 0.0231 in <br /> Critical Allowable Deflection An tax = 0.0296 in <br /> Critical Deflection Ratio L/ = 462 <br /> Dead Load Deflection aD = —0.00424 in <br /> Reacllons: <br /> Mo nnBg <br /> FactMaKBea2041b <br /> No Bearing FaaMin:16A Ib <br /> w..F. aK ab D:27A tb <br /> Facw..:n:39A)b L:177lb <br /> D:65.61b <br /> L:4231b <br /> 0.0 1.0 <br /> 2.0 3.0 4.0 5.0 <br /> Dune from Left of Beam(ft) <br /> Graphed Load Combination D+L <br /> •Load Case:D+H+F+L <br /> o EnW.ope <br /> 400 <br /> a 200 <br /> N <br /> d <br /> VI Q <br /> 1 <br /> 3 4 5 <br /> .200 <br /> •Load Case:D+H+F+L <br /> oEnveope <br /> 500 <br /> 400 <br /> c 300 <br /> m <br /> E 200 <br /> 0 <br /> loo <br /> 0 gP•F `_ <br /> 3 4 5 � oo,'� <br /> �X�ttAf, <br /> Greenfield Rev 3 Page 29 of 52 <br />