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Mountain View Engineering, Inc. Title: KK #5079/S )n, CA Job # 40022 <br />345 North Main Street, Suite A Dsgnr: CRH Date: 3:50PM, 12 JAN 04 <br />Brigham City, Utah 84302 Description : FOOD 4 LESS FUELING <br />CANOPY ADDITION <br />Phone: (435) 734-9700 <br />Scope: Structural Design of Fueling Canopy <br />Fax: (435) 734-9519 <br />Rev:560100 <br />User: KW -0605072, Ver 5.6.1,25 -Oct -2002 Steel Column (c)1983-2002 ENERCALC Engineering Software g:40022 food 4 less addition (stockton, ca)% <br />Description Column <br />General Information <br />- <br />Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements <br />Steel Section TS10X10X1/4 <br />Fy <br />■HI <br />46.00 ksi <br />X -X Sidesway : Restrained <br />fb : xx Actual <br />Duration Factor <br />1.330 <br />Y -Y Sidesway : Restrained <br />Column Height 17.290 ft <br />Elastic Modulus <br />29,000.00 ksi <br />End Fixity Fix -Free <br />X -X Unbraced <br />17.290 ft <br />Kxx 2.100 <br />Live & Short Term Loads Combined <br />Y -Y Unbraced <br />17.290 ft <br />Kyy 2.100 <br />� Loads <br />0.31 ksi <br />Analysis Values <br />- - - -- - - � <br />Axial Load... <br />}� <br />Dead Load 3.12 k <br />12,386 psi <br />Ecc. for X -X Axis Moments <br />1.000 in <br />Live Load 6.24 k <br />1.00 <br />Ecc. for Y -Y Axis Moments <br />1.000 in <br />Short Term Load k <br />1.00 <br />Cb:y DL+LL <br />1.00 <br />Point lateral Loads... <br />DL <br />LL ST <br />Height <br />Along Y -Y (strong axis moments) <br />1.00 <br />1.180 k 17.290 ft <br />Along X -X (y moments ) <br />Cm:y DL+LL+ST <br />1.00 <br />k ft <br />S <br />Section : TS10X10X1/4, Height = 17.29ft, Axial Loads: DL = <br />Unbraced Lengths: X -X = 17.29ft, Y -Y = 17.29ft <br />Combined Stress Ratios Dead <br />AISC Formula H1 - 1 <br />AISC Formula H1 - 2 <br />AISC Formula H1 - 3 0.0340 <br />Column Design OK <br />3.12, LL = 6.24, ST = 0.00k, Ecc. = 1.000in <br />Live <br />0.0679 <br />DL + LL DL + ST + (LL if Chosen) <br />0.1019 0.2802 <br />XX Axis : Fa calc'd per Eq. E2-1, K*Llr < Cc <br />XX Axis : Appdx B, Tube, In -Plane Slenderness Recalculated <br />YY Axis : Fa calc'd per Eq. E2.1, K*Llr < Cc <br />YY Axis_ppdx B, Tubejn_Plane_Slenderness Recalculated <br />Stresses <br />Allowable & Actual Stresses Dead Live DL + LL DL + Short <br />Fa: Allowable 12.28 ksi 12.28 ksi 12.28 ksi 16.46 ksi <br />fa : Actual 0.33 ksi 0.65 ksi 0.98 ksi 0.98 ksi <br />Fb:xx : Allow [F3.1 ] <br />27.60 ksi 27.60 ksi <br />27.60 ksi <br />36.71 ksi <br />fb : xx Actual <br />0.10 ksi 0.21 ksi <br />0.31 ksi <br />7.80 ksi <br />Fb:yy : Allow [F3.1 ] <br />27.60 ksi 27.60 ksi <br />27.60 ksi <br />36.71 ksi <br />fb : yy Actual <br />0.10 ksi 0.21 ksi <br />0.31 ksi <br />0.31 ksi <br />Analysis Values <br />}� <br />F'ex : DL+LL <br />12,386 psi <br />Cm:x DL+LL <br />1.00 <br />Cb:x DL+LL <br />1.00 <br />F'ey : DL+LL <br />12,386 psi <br />Cm:y DL+LL <br />1.00 <br />Cb:y DL+LL <br />1.00 <br />F'ex : DL+LL+ST <br />16,473 psi <br />Cm:x DL+LL+ST <br />1.00 <br />Cb:x DL+LL+ST <br />1.00 <br />F'ey : DL+LL+ST <br />16,473 psi <br />Cm:y DL+LL+ST <br />1.00 <br />Cb:y DL+LL+ST <br />1.00 <br />Max X -X Axis Deflection <br />-0.756 in <br />at 17.290 ft Max Y -Y Axis <br />Deflection <br />0.046 in at <br />17.290 ft <br />