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il <br /> Structural Phil,* Project Title: FUNK)Phil Van Heyningen Engineer: Phil Project ID: 222PV16 <br /> 7675 Nahahum Canyon Road Project Descr: TENANT IMPROVEMENT <br /> Cashmere,WA 98815 <br /> structuralphil@gmail.com <br /> (509)881-0824 Printed.7 JUL 2017,10:27AM <br /> Steel Beam <br /> File=C:\Users\Phil1OneDrive\FUNKOfunko.ec6 <br /> ENERCALC,INC.1983-2017,Build:6.17.4.30,Ver.6.17.6.30 <br /> Lic.#: KW-06009465 Licensee:STRUCTURAL,PHIL <br /> Description: HSS ALUMINUM BEAMS FOR PLATFORM SUPPORT <br /> Vertical Reactions Support notation:Far left is#1 Values in KIPS <br /> Load Combination Support I Support 2 <br /> W Only <br /> E Only <br /> H Only <br /> Steel Section Properties : HSS6x4x1/4 <br /> Depth = 6.000 in I xx = 20.90 iO4 J = 23.600 in^4 <br /> Sxx 6.96 in^3 Cw = 10.10 in^6 <br /> Width = 4.000 in R xx = 2.200 in <br /> Wall Thick = 0.233 in Zx = 8.530 inA3 <br /> Area = 4.300 inA2 I yy = 11.100 in^4 C = 0.000 inA3 <br /> Weight = 15.620 plf S yy = 5.560 inA3 <br /> R yy = 1.610 in <br /> Zy = 6.450 inA3 <br /> Ycg = 3.000 in <br /> 94 a <br /> 7,1 <br /> u. <br /> 4,7 <br /> c7 „..,_- —..-.o <br /> E <br /> 0 <br /> E 2.4 . . \ <br /> i . <br /> f . <br /> .,,. <br /> MEMBER ' <br /> -' ....... . - <br /> 228 4,63 6.98 933 11,68 1403 1638 18,13 21,08 73,43 <br /> Distance(ft) <br /> I+D+H I+D+I+H I+D+ti+H I+D+S+H I+D+D.7S611+6.75614 ;.+D+6.7561+6JSDS+H <br /> +D+D.60W+H i+D+0.76E+H I+0+6.7SD1i+6.7561+D.4S6W+H I+D+D.7SD1+6.7SDS+6AS6111+41 I+D+5.7561+D.7SDS+D.SZSDE+11 I+3.6DD+D.66W+D.6DH <br /> I 4.6DD+0.70E+0.66l1 <br />