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Description <br />General Inforn ation <br />(3 rows lop <br />Title: <br />Dsgnr. <br />Description <br />Scope <br />Multi -Span Steel Bear.i <br />Job # <br />Date: 2:59PM, 22 SEP Gu <br />1 <br />Code Ref: AISC 91h ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 <br />�� <br />Fy •Yield 5'ress <br />--- <br />46.00 ksi <br />Load Dumton Factor <br />1.00 <br />- <br />Spans Cons.dered Continuous Over Supports <br />Span Information <br />Description <br />L1 d <br />Span <br />ft <br />1.50 <br />6.00 <br />6.00 6.00 <br />6.00 <br />6.00 <br />1.50 <br />Steel Section <br />T56X4X3/8 <br />TS6X4X3/8 <br />TS6X4X3/8 TS6X4X3/8 <br />TS6X4X3/8 <br />TS6143(3/8 <br />TS6X4X3,8 <br />End Fixity <br />Free Rn <br />Rn-Rn <br />Rn-Rn Rn-Ri <br />FroPn <br />Rn-Rn <br />Rn Ren <br />Unbraced Length <br />ft <br />0.00 <br />0.00 <br />0.00 0.00 <br />0.00 <br />0.00 <br />0.00 <br />Loads <br />Live Load Used This Span 7 Yes <br />Yes <br />Yes <br />Yes Yes Yes <br />Yes <br />Point #1 DL k <br />LL k 1.000 <br />1.900 <br />1.900 <br />1.900 1.900 1,900 <br />1.000 <br />@X ft. <br />3.000 <br />5.000 <br />3.000 1.000 3.C^0 <br />1.500 <br />Point #2 DL k <br />'-L k <br />1.900 <br />1.900 <br />n v B <br />1.000 <br />5.000 <br />Results <br />Mmax @ Cntr <br />k-ft <br />0.00 <br />1.35 <br />0.40 <br />1.35 <br />0.40 <br />1.35 <br />0.00 <br />@ X = <br />it <br />0.00 <br />3.00 <br />5.00 <br />3.00 <br />1.00 <br />3.00 <br />0.00 <br />Max @ Left End <br />k•il <br />0.00 <br />-1.50 <br />-1.51 <br />-1.50 <br />-1.50 <br />-1.51 <br />-1.50 <br />Max @ Right Fnd <br />k-ft <br />-1.50 <br />-1.51 <br />-1.50 <br />-1.50 <br />-1.51 <br />-1.50 <br />0.00 <br />fb: Actual <br />psi <br />1,818.1 <br />1.824.6 <br />1,824.6 <br />1,823.0 <br />1,824.6 <br />1,824.6 <br />1,818.2 <br />Fb : 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 />Bending OK <br />Bending OK <br />Bending OK <br />Bending OK <br />Bending OK <br />B, nding OK <br />Bending OK <br />fv : Actual <br />psi <br />222.2 <br />211.3 <br />422.3 <br />211.1 <br />422.3 <br />211.3 <br />222.2 <br />Fv: Allowable <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 />I Reactions & Deflections <br />Shear @ Left <br />k <br />0.00 <br />0,95 <br />1.90 <br />0.95 <br />1.90 <br />0.95 <br />1.00 <br />Shear @ Right <br />k <br />1.00 <br />0.95 <br />1.90 <br />0.95 <br />1.90 <br />0.95 <br />1.00 <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 />1.95 <br />2.85 <br />2.85 <br />2.85 <br />2.85 <br />1.95 <br />Total @ Left <br />k <br />0.00 <br />1.95 <br />2.85 <br />2.85 <br />2.85 <br />2.85 <br />1.95 <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 BV Right <br />k <br />1.95 <br />2.85 <br />2.85 <br />2.85 <br />2.85 <br />1.95 <br />0.00 <br />Total @5 Right <br />k <br />1.95 <br />2.85 <br />2.85 <br />2,85 <br />2.85 <br />1.95 <br />0.00 <br />Max. Deflection <br />in <br />.0.003 <br />-0.004 <br />-0.00? <br />-0.004 <br />-0.003 <br />.0.004 <br />•0.003 <br />@ X = <br />ft <br />0.00 <br />3.00 <br />3.00 <br />3.03 <br />3.00 <br />3.00 <br />1.50 <br />Span/Deflection Ratio <br />12,234.4 <br />20,072.3 <br />24,541.5 <br />20,140.4 <br />24,540.9 <br />20,073.8 <br />12,123.3 <br />Query values <br />Location <br />it <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />u.uu <br />Shear <br />k <br />0.00 <br />0.95 <br />1.90 <br />0.95 <br />1.90 <br />0.95 <br />1.00 <br />0.00 <br />Mc -tent <br />k-fl <br />0.00 <br />-1.50 <br />-1.51 <br />-1.50 <br />-1.50 <br />-1.51 <br />-1.50 <br />0.00 <br />M;x. Deflection <br />in <br />-0.0029 <br />0.0000 <br />0.0000 <br />0,0000 <br />0.0000 <br />0.0000 <br />0.0000 <br />0.0000 <br />JC�/ <br />