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Column Design <br />- <br />AISC 14th ed, Use First Order Analysis Criteria <br />P DL = <br />1.29 <br />kips <br />Clr. Ht.= <br />10.17 <br />ft <br />P LL = <br />3.61 <br />kips <br />Fascia Ht.= <br />1.00 <br />ft <br />P WL = <br />-3.38 <br />kips <br />Col. Trib= <br />16.00 <br />ft <br />Base Shear = <br />0.07 <br />kips <br />Wind Load= <br />21.75 <br />psf <br />Total Base Shear = <br />0.33 <br />kips <br /># of COL.= <br />1 <br />M WL = <br />w(Fascia Ht-2.5-Col Trib./# of col-L)+ w(Wrap-1 /2 Clr. Ht^2) <br />Max All. Defl = <br />1.28 <br />in <br />M Seis = <br />Base Shear x L <br />Max Defl Ratio = <br />L/ <br />100 <br />M Unbal = <br />Live Load x Col. Trib.x (Canopy <br />Width/2)^2/2 <br />Max Defl. = <br />0.19 <br />in, OK <br />L = <br />Clr. Ht. + Fascia Ht/2 <br />Pr = <br />4.90 kips <br />1.6Pr<0.5Py First -Order Analysis Allowed (A-7-1) <br />Py = <br />621.00 kips <br />N = <br />0.00 <br />-Yi (A-7-2) <br />B2 = <br />1.01 <br />OK, A-8-6 <br />M WL = <br />10.40 <br />kip-ft <br />M Seis = <br />0.80 <br />kip-ft <br />M DL(Nod) = <br />0.07 <br />kip-ft <br />M LL(Nod) = <br />0.19 <br />kip-ft <br />M Unbal DL= <br />5.83 <br />kip-ft <br />M Unbal LL= <br />16.81 <br />kip-ft <br />M Unbal WL= <br />16.36 <br />kip-ft <br />Use: <br />TS8X8X1/2 <br />Fy = <br />46.00 <br />ksi <br />K = <br />1.00 <br />L, Col = <br />10.67 <br />ft <br />A = <br />13.50 <br />inA2 <br />1 = <br />125.00 <br />inA4 <br />Cm = <br />1.00 <br />Pet = <br />695.09 <br />kips <br />B1 = <br />1.01 <br />(A-8-3) <br />P,AII = <br />330.05 <br />kips <br />M, All = <br />86.00 <br />kip-ft <br />Load Combination <br />Pr Kips <br />I Mr, Kip-ft <br />I Equation <br />I Result <br />D+L <br />4.901 <br />23.161 <br />0.281 <br />OK <br />D+W <br />1.29 <br />33.04 <br />0.39 <br />OK <br />D+0.7E <br />1.29 <br />6.53 <br />0.08 <br />OK <br />D+0.75W+0.75L <br />4.00 <br />39.47 <br />0.46 <br />OK <br />D+0.75(0.7E)+0.75L <br />4.00 <br />19.59 <br />0.23 <br />OK <br />Top Connection: Welded Moment I Offset Base Plate: LBP 8 - 40 <br />FOOTING DESIGN BY OTHERS <br />07/28/2020 61887 Rev 1 Current.123 Page 16 of 16 <br />