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Title Block Line 1 Project Title: <br /> I <br /> You can change this area Engineer: <br /> using the"Settings"menu item Project ID: <br /> and Men using the"Printing& Project Descr: <br /> Title Block"selection. <br /> Title Block Line 6 Printed 31 DEC 2018 2 31Pfl. <br /> MiiitiPle Simple Bearn . =Q k2Q6V5T-Cril2W5J-5\Everett Clinic e <br /> t:8 ' <br /> Software copyright ENERCALC,INC 1983-2018,Build 10 18.12.13 , <br /> Lic.#:KW-06006898 41,51,V=', lohurenssia: <br /> Description : <br /> Steel Beam Design Channel Support <br /> Calculations per MSC 360-10,IBC 2015,CSC 2016,ASCE 7-10 <br /> STEEL Section C8x11.5, Fully Unbraced <br /> Using Allowable Strength Design with ASCE 7-10 Load Combinations,Major Axis Bending Fy= 36.0 ksi E= 29,000.0 ksi <br /> Applied Loads <br /> Beam self weight calculated and added to loads <br /> Point: D=0.850 k( -0.870 ft <br /> Point: D=0.850 k @ 5.340 ft <br /> Design Summary 010.350) D(0,850) <br /> Max fb/Fb Ratio = 0.036: 1 <br /> Mu:Applied 0.572 k-ft at 4.670 ft in Span#2 • <br /> Mn/Omega:Allow 15.964 k-ft <br /> Load Comb: +D+H <br /> Max fv/FvRatio= 0.038: 1 <br /> Vu:Applied 0.8577 k at 0.670 ft in Span#1 <br /> Vn/Omega:Allow 22.764 k ?.670 tir 4.670 _ 0.670 ft <br /> Load Comb: +D+H • <br /> Max Reactions (k) 0 Li: S H Max Deflections <br /> Left Support 0.88 Transient Downward 0.000 in Total Downward 0.002 in <br /> Right Support 0.88 Ratio 9999 9250 <br /> LC: LC:+D+H <br /> Transient Upward 0.000 in Total Upward -0.003 in <br /> Ratio 9999 Ratio 9999 <br /> LC: LC:+D+H <br /> cAavt ,0 <br />