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Page 2 09/06/2001 <br /> , ' PES ASSOCiates, Ir1C. TUBE COLUMN DESIGN <br /> F.NGINEERING-DESIGN-PROJECT MANAGL'MF,NI' <br /> 105 Enterprisc llrive �ob u: C-01-248 Qu�e#: 12372 <br /> Warsaw,Indiana 46580 Cus�omer Ndn,c: Rollies Sales& SeNice <br /> Phone:(219)269-5988 Far.(219)269-2426 Construdicm I,oc�tion: Wa ata, 1V�N <br /> TUBE COLUMN DESIGN DATA TUBE COLUMN PROPER'I'IES <br /> Tube Steel Size TS12X12X3/8 <br /> Canopy Length 48.00 ft. Nominal Size 12.00 in. <br /> Canopy Width 28.00 ft. Wall Thickness 0.35 in. <br /> Largest TribUtary 24.00 ft. Area 1 G.00 sq. in. <br /> No. of Columns 2.00 Moment of Ineriia 357.00 in.4 <br /> Ivo.of Rows 1.00 Section Modulus 59.50 in.3 <br /> Clearance 13.50 ft. Radius of Gyration 4.73 in. <br /> Real Subset 1.17 ft. Fy 46 ksi <br /> I�ascia Height 3.00 ft. <br /> l,ive Load 40.00 lbs./sq. ft. ALLOWABLE STRESSES; <br /> I)cad Load i.00 lbs./sq. ft. <br /> Wind Load 24.09 lbs./sq. ft. Fa 23.38 ksi <br /> llplift Load 22.24 lbs./sq. ft. l�'e 23.38 ksi <br /> TUBE COLUMN CALCULATIONS TUBE COLUMN TO BE USED: <br /> Column load(comp) 30.24 kips Nominal Size 12.00 in. sq. <br /> Wind Load 1.74 kips Wall Thickness 0.35 in. <br /> K 1 over r 79.92 e <br /> Ca(compression) 1.89 ksi <br /> tb 5.26 ksi <br /> Combined stress(comp) 0.29 =<1.33 <br /> Combined stress tension 0.24 =< 1.33 <br /> Max.Deflection 0.33 in. _< L/180 <br /> Cc 111.55 <br /> � hereby certify t i� pl n, specification, or repor� <br /> was prepared � e or un r my direct supervision and <br /> that I am a d y Reg t r Professional Engineer under <br /> the laws of! State nr�e ta, <br /> Oate � R�gistration No. 0211i64-1_ <br />