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Column Design <br />AISC 2005, Use First Order Analysis Criteria_ <br />P DL = <br />3.10 kips <br />Clr. Ht.= <br />15.50 <br />ft <br />P ILL. = <br />15.07 kips <br />Fascia Ht.= <br />3.50 <br />ft <br />P WL = <br />-5.77 kips <br />Col. Trib= <br />35.50 <br />ft <br />Base Shear = <br />2.09 kips <br />Wind Load= <br />16.31 <br />psf <br /># of COL.= <br />2 <br />M WL = w(Fascia Htb2•Col Trib./# <br />of cohL)+ w(Wrap•1/2 Clr. Ht^2) <br />Max All. Defl = <br />1.15 <br />in <br />M Seis = Base Shear x L <br />Max Dell Ratio = <br />U <br />180 <br />M Unbal = Live Load x Col. Trib.x (Canopy Width/2)12/2 <br />Max Dell. = <br />0.61 <br />in, OK <br />L= <br />Pr = <br />PY = <br />N= <br />MWL= <br />M Seis = <br />M DL(Nod) = <br />M LL(Nod) = <br />M Unbal DL= <br />M UnbaILL= <br />Clr. Ht. + Fascia HU2 <br />18.17 kips 1.6Pr<0.5Py First -Order Analysis Allowed <br />483.00 kips <br />0.01 •Yi <br />36.91 kip-ft <br />36.03 kip-ft <br />0.53 kip-ft <br />2.56 kip-ft <br />0.00 kip-ft <br />0.00 kip-ft <br />Load Combination <br />D+L <br />D+W <br />D+0.7E <br />D+0.75W+0.75L <br />D+0.75(0.7E)+0.75L <br />Use: <br />HSS16X0.250 <br />Fy = <br />42.00 <br />ksi <br />K = <br />1.00 <br />L = <br />17.25 <br />ft <br />A = <br />11.50 <br />in12 <br />I = <br />359.00 <br />in14 <br />Cm = <br />1.00 <br />Pet = <br />763.31 <br />kips <br />B1 = <br />1.04 <br />C2-2 <br />P,AII = <br />265.78 <br />kips <br />M, All = <br />113.71 <br />kip-ft <br />3.10 <br />38.92 <br />0.35 <br />OK <br />3.10 <br />26.77 <br />0.24 <br />OK <br />14.40 <br />31.33 <br />0.30 <br />OK <br />14.40 <br />22.211 <br />0.22 <br />OK <br />Top Connection : Standard Cap Plate Base Plate: LPBP 16 - 40 <br />Foundation: (Restrained at Grade) <br />dA2=(4.25`M)/(S3'b) <br />M(MAX)= <br />36910 <br />ft-lbs <br />Pmax= <br />18.17 kips <br />S3= <br />150 <br />PCF X d <br />Footing Area= <br />12.57 ft^2 <br />b= <br />4.000 <br />ft <br />Bearing= <br />1445.73 psf <br />d= <br />6.394 <br />ft <br />Footing= <br />Round <br />USE: <br />4.00 <br />FT.RND. X <br />6.50 ft deep footing <br />As=12"M/Qd'24000)= 0.3595 inA2 <br />USE: 12 #8's (RND. Cage) wl #4 Ties @ 12" O.C. w/135 hooks <br />09/10/2008 39089.123 Page 20 of 20 <br />