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Title: <br />Dsgnr: <br />Description <br />Scope <br />Multi -Span Steel Beam <br />Description 4" pipe pile (13' [all) <br />Job N <br />Date: 11:57AM, 5 SEP 06 <br />Page 1 <br />wdll ew,calwtatims <br />ieneral Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 500( <br />Fv- Yield Stress 35.00 ksi Load Duration Factor 1.00 <br />Spans Considered Continuous Over Supports <br />Span Information <br />Descripli0n <br />Iopranl <br />mdspant <br />and span <br />berpm spnn <br />Span It <br />3.00 <br />4.00 <br />i 00 <br />2.00 <br />Steel Section <br />P4SrO <br />P4STD <br />P4STD <br />P4STD <br />End Fixity <br />Free-P,n <br />Rn-Rn <br />P.n.P,n <br />Pin -Pin <br />Unbraced Length it <br />3.00 <br />4.00 <br />4.00 <br />2.00 <br />Loads <br />-- <br />-- --- <br />Live Load Used This Span 7 <br />Yes <br />Yes <br />Yes <br />Yes <br />DL @ Left Wit <br />DL @ Right Wit <br />LL @ Left Wit <br />0.480 <br />1.120 <br />1.760 <br />LL @ Eight Wit <br />0.480 <br />1.120 <br />1.760 <br />2.080 <br />Start it <br />End fl <br />Results <br />-y <br />Mmax @ Cntr k-ft <br />0.00 <br />0.43 <br />1.21 <br />0.30 <br />@ X = it <br />0.00 <br />1.84 <br />2.05 <br />1.45 <br />Max @ Left End k-ft <br />0.00 <br />-0.72 <br />-1.63 <br />-1.72 <br />Max @ Right End k-ft <br />-0.72 <br />-1.63 <br />-1.72 <br />0.00 <br />fb : Actual psi <br />2,689.3 <br />6,084.3 <br />6,437.7 <br />6.437.6 <br />Fb: Allowable psi <br />23,100.0 <br />23.100.0 <br />23.100.0 <br />23,100.0 <br />Bending OK <br />Bending OK <br />Sending OK <br />Bending OK <br />tv: Actual psi <br />337.6 <br />956.7 <br />1,461.3 <br />1,279.2 <br />Fv: Allowable psi <br />14,000.0 <br />14.000.0 <br />14,000.0 <br />14,000.0 <br />Reactions & Deflections <br />Shear @ Left <br />k <br />0.00 <br />1.16 <br />2.64 <br />2.73 <br />Shear @ Right <br />k <br />0.72 <br />2.04 <br />3.12 <br />1.11 <br />Reactions... <br />DL @ Left <br />k <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />LL @ Left <br />k <br />0.00 <br />1.88 <br />4.68 <br />5.85 <br />Total @ Left <br />k <br />0.00 <br />1.88 <br />4.68 <br />5.85 <br />DL @ Right <br />k <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />LL @ Right <br />k <br />1.88 <br />4.68 <br />5.85 <br />1.11 <br />Total @ Right <br />k <br />1.88 <br />4.68 <br />5.85 <br />1.11 <br />Max. Deflection <br />In <br />-0.010 <br />-0.003 <br />-0.012 <br />0.001 <br />@ X = <br />it <br />0.00 <br />1.76 <br />2.03 <br />0.43 <br />Span/Deflection Ratio <br />7.210.4 <br />17,697.0 <br />4,024.8 <br />30,727.1 <br />Query Values <br />Location <br />ft <br />0.00 <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 />1.16 <br />2.64 <br />2.73 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />Moment <br />k-ft <br />1 <br />0.00 <br />-0.72 <br />-1.63 <br />-1.72 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />Max. Deflection <br />in <br />1 <br />-0.0100 <br />0.0000 <br />0.0000 <br />0.0000 <br />0.0000 <br />0.0000 <br />0.0000 <br />0.0000 <br />