Laserfiche WebLink
Title : <br />Dsgnr: <br />Description <br />Scope: <br />Multi -Span Steel Beam <br />Description Whaler (3 rows bottom row) <br />General Information <br />Job # <br />Date: a:ui PM, 22 SEP 06 <br />Page 1 <br />Code Ref: AISC 9th Aso, 1997 UBC, 2003 IBC, 2003 NFPA 5900 <br />Fy - Yield Stress 46.00 ksi Load Duration Factor 1.00 <br />Spans Considered Continuous Over Supports <br />Span Information <br />Description <br />end <br />Span <br />it1.50 <br />6.00 <br />6.00 <br />6.00 <br />6.00 <br />6.00 <br />150 <br />Steel Secll.n <br />TS6X4X3/8 <br />TS6X4X3/e <br />TS6X4X3/8 <br />TS6X4X3/e <br />TS6X1X3/8 <br />TS6X4X3/8 <br />TS6X4X3r6 <br />End Fixity <br />Free -Pin <br />Rn.Rn <br />Re Rn <br />Pm Pin <br />Pi Re <br />Pin Pin <br />Pm Free <br />Unbmced Length <br />it 0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />Loads <br />Yes Yes Ycc Yes <br />Point #1 DL <br />k <br />LL <br />k <br />2.920 <br />5.840 <br />5.840 <br />5,840 <br />5,840 <br />5.840 <br />2.920 <br />@ X <br />It <br />3.000 <br />5.000 <br />3.000 <br />1.000 <br />3.000 <br />1.500 <br />Point #2 DL <br />k <br />LL <br />k <br />5.840 <br />5.840 <br />@ X <br />it <br />1.000 <br />5.000 <br />Results <br />Mmax @ Cntr <br />k-fl <br />0.00 <br />4.23 <br />1.22 <br />4.15 <br />1.22 <br />4.23 <br />0.)0 <br />@X= <br />it <br />0.00 <br />3.00 <br />5.00 <br />3.00 <br />1.00 <br />3.On <br />u.00 <br />Max @ Left End <br />k- t <br />0.00 <br />4.38 <br />-4.69 <br />4.61 <br />4.61 <br />4.69 <br />-4.38 <br />Max @ Right End <br />k-ft <br />4.38 <br />4.69 <br />4.61 <br />4.61 <br />4.69 <br />4.38 <br />0.00 <br />fb: Actual <br />psi <br />5.308.8 <br />5,681.7 <br />5.681.7 <br />5,588.5 <br />5,681.7 <br />5,681.7 <br />5,309.1 <br />Fle: Allowable <br />psi <br />30,360.0 <br />30,360.0 <br />30,360.0 <br />30,360.0 <br />30,360.0 <br />30.360.0 <br />30,360.0 <br />Sending OK <br />Sending OK <br />Gentling OK <br />Sending OK <br />Bending OK <br />Sending OK <br />Sending OK <br />fv: Actual <br />psi <br />648.9 <br />660.3 <br />1,300.6 <br />648.9 <br />1,300.6 <br />660.3 <br />648.9 <br />Fv : Allowable <br />psi <br />18.400.0 <br />18,400.0 <br />18,400.0 <br />18,400A <br />18,400.0 <br />18,400.0 <br />18.400.0 <br />[_ eactions & Deflections <br />Shear @ Left <br />k <br />0.00 <br />2.87 <br />5.85 <br />2.92 <br />5.83 <br />297 <br />2.92 <br />Shear @ Right <br />k <br />2.92 <br />2.97 <br />5.83 <br />2.92 <br />5.85 <br />2.87 <br />2.92 <br />Reactions... <br />DL @ Left <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />LL @ Left <br />k <br />0.00 <br />5.79 <br />8.82 <br />8.75 <br />8.75 <br />8.82 <br />5.79 <br />Total @ Left <br />k <br />0.00 <br />5.79 <br />8.82 <br />8.75 <br />8.75 <br />8.82 <br />5.79 <br />DL @ Right <br />k <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />O.Co <br />0.00 <br />0.00 <br />LL @ Right <br />k <br />5.79 <br />8.82 <br />8.75 <br />8.75 <br />8.82 <br />5.79 <br />0.00 <br />Total @ Right <br />k <br />5.79 <br />8.82 <br />8.75 <br />8.75 <br />8.82 <br />5.79 <br />0.00 <br />Max. Deflection <br />in <br />-0.008 <br />-0.012 <br />-0.009 <br />-0.011 <br />-0.009 <br />-0.012 <br />-0.008 <br />@ X = <br />it <br />0.00 <br />3.00 <br />3.00 <br />3.00 <br />3.00 <br />3.00 <br />1.50 <br />Span/Deflection Ratio <br />4.726.4 <br />6,105.8 <br />8,183.2 <br />6,487.9 <br />8.183.0 <br />6.106.2 <br />4,655.0 <br />_Query Values <br />Location <br />ft <br />0.0o <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />Shear <br />k <br />0.00 <br />2.87 <br />5.85 <br />2.92 <br />5.83 <br />2.97 <br />2.92 <br />0.00 <br />Moment <br />k-ft <br />0.00 <br />-4.38 <br />4.69 <br />-4.61 <br />4.61 <br />-4.69 <br />4.38 <br />0.00 <br />Max. Deflection <br />in, <br />-0.0076 <br />0.0000 <br />0.0000 <br />0.0000 <br />0.0000 <br />0.0000 <br />0.0000 <br />0.0000 <br />O <br />