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Title : Job # <br />Dsgnr. Date: 3:04PM. 22 SEP 06 <br />Description <br />Scope: <br />Rev: 580007 - - -- --- _-. - Page 1 <br />User; KW-M5155, Ver 580, 1-Dec-2003 Multi -Span Steel Beam <br />(cp 963-2003 ENERCALC Engineering Software retnninp wai ewCa'mlafcns <br />Description Whaler (3 rows roiddle row) <br />General Information Code Ref: AISC 9th ASO, 1997 UBC, 2003 IBC, 2003 NFPA 5000 <br />�lMO O <br />Fy - Yield Stress 46.00 ksi Load Duration Factor 1.00 <br />Spans Considered Continuous Over Supports <br />Span Information <br />r_ <br />Descfpli0n <br />end <br />Span <br />it <br />1.50 <br />6.00 <br />600 <br />6.00 <br />6.00 <br />6.60 <br />1.50 <br />Steel Section <br />TS6X41t3/8 <br />TS6X4X3/8 <br />TSGX4X3.18 <br />TS6X4X3/8 <br />TS6X4X3/8 <br />TSGX4X3/8 <br />TSO 4X" <br />End FbAy <br />Free -Pin <br />Nn-Rn <br />Rn.Pin <br />Pin.Rn <br />RrAn <br />Pin-Rn <br />Pin -Fee <br />Unbraced Length <br />it <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />Loads <br />Live Load Used This Span 7 <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Point #1 DL <br />k <br />LL <br />k <br />2,340 <br />4.680 <br />4.680 <br />4.680 <br />4.680 <br />4.680 <br />2.340 <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 />4.680 <br />4.680 <br />@ X <br />fl <br />1.000 <br />5.000 <br />Results <br />Mmax @ Cntr <br />@X= <br />Max @ Left End <br />Max @ Right End <br />fb : Actual <br />Fb : Allowable <br />fv : Actual <br />Fv : Allowable <br />k-fl _ <br />~ 0.00 <br />3.39 <br />0.98 <br />3.33 <br />0.97 <br />3.39 <br />0.00 <br />it <br />0.00 <br />3.00 <br />5.00 <br />3.00 <br />1.00 <br />3.00 <br />0.00 <br />k-fl <br />0.00 <br />-3.51 <br />-3.76 <br />-3.69 <br />-3.69 <br />-3.76 <br />-3.51 <br />k-ft <br />-3.51 <br />-3.76 <br />-3.69 <br />-3.69 <br />-3.76 <br />-3.51 <br />0.00 <br />psi <br />4,251.3 <br />4,553.2 <br />4,553.2 <br />4,478.5 <br />4,553.1 <br />4,553.1 <br />4,254.5 <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 />eending OK <br />Pending OK <br />6end!ng OK <br />Bending OK <br />Sending OK <br />Bending OK <br />Gentling OK <br />psi <br />520.0 <br />529.1 <br />1,042.3 <br />520.0 <br />1,042.3 <br />529.1 <br />520.0 <br />psi <br />18,400.0 <br />18,400.0 <br />18,400.0 <br />18.400.0 <br />18.400.0 <br />18,400.0 <br />18.400.0 <br />Reactions & Deflections <br />Shear @ Left <br />k <br />0.00 <br />2.30 <br />4.69 <br />2.34 <br />4.67 <br />2.38 <br />2.34 <br />Shear @ Right <br />k <br />2.34 <br />2.38 <br />4.67 <br />2.34 <br />4.69 <br />2.30 <br />2.34 <br />Reactions... <br />DL @ Left <br />k <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 />4.64 <br />7.07 <br />7.01 <br />7.01 <br />7.07 <br />4.64 <br />Total @ Lef, <br />k <br />0.00 <br />4.64 <br />7.07 <br />7.01 <br />7.01 <br />7.07 <br />4.64 <br />DL @ Right <br />k <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />LL @ Right <br />k <br />4.64 <br />7.07 <br />7.01 <br />7.01 <br />7.07 <br />4.64 <br />0.00 <br />Total @ Right <br />k <br />4.64 <br />7.07 <br />7.01 <br />7.01 <br />7.07 <br />4.64 <br />0.00 <br />Max. Deflection <br />in <br />-0.006 <br />-0.009 <br />-0.007 <br />-0.009 <br />4007 <br />-0.009 <br />-0,006 <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 />5.897.8 <br />7,619.1 <br />10.211.5 <br />8,096.0 <br />10,211.3_ <br />7,619.7 <br />5,808.7 <br />Query Values <br />Location <br />fl <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 />2.30 <br />4.69 <br />2.34 <br />4.67 <br />2.38 <br />2.34 <br />000 <br />Moment <br />k-fl <br />0.00 <br />-3.51 <br />-3.76 <br />-3.69 <br />-3.69 <br />-3.76 <br />-3.51 <br />0.00 <br />Max. Deflection <br />in <br />.0.0061 <br />0.0000 <br />0.0000 <br />0.0000 <br />0.0000 <br />0.0000 <br />0.0000 <br />0.0000 <br />