Laserfiche WebLink
MONTE CLARK ENGINEERING Title: Job# <br /> 53 WAGON TRAIL Dsgnr: Date: 11:31AM, 30 JUN 04 <br /> COLUMBUS, MONTANA 59019 Description <br /> 1-888-280-6840 Scope: <br /> mce@montana.com <br /> Rev: 560100 <br /> User.KW-0602045,ver 5.6.1,25-Oct-2002 Steel Column Page 1 <br /> (c)1983-2002 ENERCALC Engineering Software c\ec55\o'shaughnessy.ecw.Calculations <br /> uni <br /> Description Col supporting ridge beam <br /> i General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements <br /> Steel Section HSS5.5X0.375 Fy 36.00 ksi X-X Sidesway: Restrained <br /> Duration Factor 1.330 Y-Y Sidesway : Restrained <br /> Column Height 22.000 ft Elastic Modulus 29,000.00 ksi <br /> End Fixity Pin-Pin X-X Unbraced 22.000 ft Kxx 1.000 <br /> Live&Short Term Loads Combined Y-Y Unbraced 22.000 ft Kyy 1.000 <br /> Loads <br /> Axial Load... <br /> Dead Load k Ecc.for X-X Axis Moments 0.000 in <br /> Live Load 38.50 k Ecc.for Y-Y Axis Moments 0.000 in <br /> Short Term Load k <br /> Summary Column Design OK <br /> Section : HSS5.5X0.375, Height= 22.00ft,Axial Loads: DL= 0.00, LL= 38.50, ST= 0.00k, Ecc. = 0.000in <br /> Unbraced Lengths: X-X = 22.00ft, Y-Y= 22.00ft <br /> Combined Stress Ratios Dead Live DL+LL DL+ST+(LL if Chosen) <br /> AISC Formula H1 -1 0.9558 0.9558 0.7186 <br /> AISC Formula H1 -2 0.3155 0.3155 0.2372 <br /> AISC Formula H1 -3 <br /> XX Axis: Fa calc'd per Eq. E2-2, K*L!r>Cc <br /> YY Axis_Fa calc'd per_Eq.E2-2,_K*Llr>Cc <br /> Stresses - - <br /> Allowable&Actual Stresses Dead Live DL+LL DL+Short <br /> Fa:Allowable 7.13 ksi 7.13 ksi 7.13 ksi 9.48 ksi <br /> fa:Actual 0.00 ksi 6.81 ksi 6.81 ksi 6.81 ksi <br /> Fb:xx :Allow[F1-6] 23.76 ksi 23.76 ksi 23.76 ksi 31.60 ksi <br /> Fb:xx:Allow[F1-7]&[F1-8] 23.76 ksi 23.76 ksi 23.76 ksi 31.60 ksi <br /> fb:xx Actual 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi <br /> Fb:yy:Allow[F1-6] 23.76 ksi 23.76 ksi 23.76 ksi 31.60 ksi <br /> Fb:yy:Allow[F1-7]&[F1-8] 23.76 ksi 23.76 ksi 23.76 ksi 31.60 ksi <br /> fb: yy Actual 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi <br /> Analysis Values <br /> F'ex: DL+LL 7,129 psi Cm:x DL+LL 0.60 Cb:x DL+LL 1.00 <br /> F'ey: DL+LL 7,129 psi Cm:y DL+LL 0.60 Cb:y DL+LL 1.00 <br /> F'ex: DL+LL+ST 9,482 psi Cm:x DL+LL+ST 0.60 Cb:x DL+LL+ST 1.00 <br /> F'ey: DL+LL+ST 9,482 psi Cm:y DL+LL+ST 0.60 Cb:y DL+LL+ST 1.00 <br /> Max X-X Axis Deflection 0.000 in at 0.000 ft Max Y-Y Axis Deflection 0.000 in at 0.000 ft <br /> Section Properties HSS5.5X0.375 <br /> Depth 5.00 in Weight 19.19#/ft I-xx 18.80 in4 <br /> Width 5.000 in Area 5.65 in2 I-yy 18.80 in4 <br /> Web Thick 0.249 in Rt 0.000 in S-xx 7.520 in3 <br /> Flange Thickness 0.249 in S-yy 7.520 in3 <br /> r-xx 1.824 in <br /> r-yy 1.824 in <br />