Laserfiche WebLink
r <br />Title : Job 9 <br />Dsgnr: Date: 1:0612M, 1 NOV07 <br />Description: <br />Scope: <br />Rev. 580010 <br />User'. KW*(03169.Vn580, 1-0ec-2003 Steel Column Page 1 <br />¢)I9832303ENERCALCEng.neenn9Software 4824x0benst"Vwft :Caiculsb.. <br />Description Steel Column Below French Doors <br />General Information <br />Code Reb AISC 9ih ASD, 1997 USC, 20031BC, 2003 NFPA 5000, <br />Steel Section HSS4X4X1/4 <br />Fy <br />36.00 ksi <br />X-X Sidesway : <br />Restrained <br />Duration Factor <br />1.330 <br />Y-Y Sidesway : <br />Restrained <br />Column Height 10.000 it <br />Elastic Modulus <br />29,000.00 ksl <br />End Flxit+ Pin -Pin <br />X-X Unbraced <br />10.000 it <br />Kxx <br />1,000 <br />Live & Short Tenn Loads Combined <br />Y-Y Unbraced <br />10.000 it <br />Kyy <br />1.000 <br />Axial Lead... <br />Dead Load <br />7 38 k <br />Ecc. for X-X Axis Moments 0.000 in <br />Live Load <br />21.72 k <br />Ecc. for Y-Y Axis Moments 0.000 In <br />Short Term Load <br />k <br />Applled Moments <br />X-X Axis Moments <br />DL <br />LL ST <br />At TOP <br />0.73 <br />1.75 kdl Heidhl <br />Between Ends <br />k-ft 0.000 it <br />At BOTTOM <br />k-ft <br />""'AMMMIM, <br />Column Design OK <br />Section : HSS4X4X1/4, Height = 10.00h, Axial Loads: <br />DL = 7.38. LL = 21.72. <br />ST = 0.00k, <br />Ecc. = 0.000in <br />Unbraced Lengths: X-X = 10.00It, Y-Y = 10.00ft <br />Combined Stres3 Ratios Dead <br />Live <br />DL + LL <br />DL + ST + (LL It Chosenl <br />AISC Formula H1 - 1 <br />0,6208 <br />0.8889 <br />0.6379 <br />AISC Formula H7 - 2 <br />0.5477 <br />0.7530 <br />0.5662 <br />AISC Formula HI - 3 0.2455 <br />XX Axis : Fa calc'd per Eq. E24, K'Llr < Cc <br />Stresses <br />Allowable B Actual Stresses Dead Live _DL+LL DL+Short <br />Fa : Allowable 15.48 ksl 15.48 ksi 15.48 ksl 20.59 ksi <br />fa : Actual 2.19 ksi 6.45 ksl 8.64 ksl 8.64 ksi <br />Fb:xx : Allow IF3.11 21,60 ksi 21.60 ksi 21.60 ksl 28.73 ksi <br />fb : xx Actual 2.25 ksi 5.38 ksi 7.63 ksi 7.63 ksl <br />Fb:yy : Allow IF3.11 21.60 ksi 21.60 ksl 21.60 ksl 28.73 ksl <br />fb : try Actual 0.00 ksl 0.00 ksi 0.00 ksl 0.00 ksl <br />F'ex <br />: DL+LL <br />24,002 psi <br />Cm:x 13� +LL <br />0.60 <br />Cb:x DL+LL <br />1.00 <br />F'ey: <br />DL+LL <br />24,OL2 psi <br />Cm:y uL+LL <br />0.60 <br />Cb:y DL+LL <br />1.00 <br />F'ex: <br />DL+LL+ST <br />31,923 psi <br />Cm:x DL+LL+ST <br />0.80 <br />Cb:x DL+LL+ST <br />1.00 <br />F'ey: <br />DL+LL+ST <br />31.923 psi <br />Cm:y DL+LL+ST <br />0.60 <br />Cb:y DL+LL+ST <br />1.00 <br />Max X-X Axis De0ection <br />-0.122 in at <br />5.800 it Max Y-Y Axis Deneclion <br />0.000 in at <br />0.000 it <br />C� <br />