COL-DIAG - 3.70 c-d6 25.60 Steel Area 3 0.00 h/2-d1-41.30...

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CEE 415/515 Column Section Analysis 4 Input Description Data   Calc. Constants Value   Input Value   Output Value Output Value Output Value Comp. Str. 6.0 Stress Block 5.10 Steel Mod. 29000 Strain 1 -0.00711 Stress 1 -60 Force 1 -187.2 Yield Strength 60.0 Beta1 0.75 Max. Strain 0 Strain 2 0.0026 Stress 2 60 Force 2 171.3 Sect. Width 12.0 Beta1*c 19.20     Strain 3 0.0030 Stress 3 60 Force 3 0.0 Sect. Height 90.0 c-d1 -60.70 Strain 4 0.0030 Stress 4 60 Force 4 0.0 Skip 0.0 c-d2 21.90 Strain 5 0.0030 Stress 5 60 Force 5 0.0 Steel Area 1 3.12 c-d3 25.60 Strain 6 0.0030 Stress 6 60 Force 6 0.0 Depth 1 86.30 c-d4 25.60 Steel Area 2 3.12 c-d5 25.60 Conc. Comp. 1175.0 Depth 2
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Unformatted text preview: 3.70 c-d6 25.60 Steel Area 3 0.00 h/2-d1-41.30 N.A. depth 25.60 Depth 3 0.00 h/2-d2 41.30 Axial Force (k) 1159 (phi)Pn 1043 Steel Area 4 0.00 h/2-d3 45.00 Moment (k-in.) 56402 (phi)Mn ### Depth 4 0.00 h/2-d4 45.00 Ecc. = M/P (in.) 48.66 Steel Area 5 0.00 h/2-d5 45.00 Sect. Curvature 0.00012 Depth 5 0.00 h/2-d6 45.00 Steel Area 6 0.00 (h-Beta1*c)/2 35.40-60-206.3-206.29-65.1-60.0 Depth 6 0.00 74.4 60 54.9 54.9 6.00 87.0 60 54.9 54.9 6 87.0 60 54.9 54.9 0.75 87.0 60 54.9 54.9 87.0 60 54.9 54.9 1.08 0.9 1.08 0.9 (phi)...
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This note was uploaded on 03/29/2011 for the course CEE 415 taught by Professor Wight during the Spring '11 term at University of Michigan.

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