Manual of Steel Construction: Load & resistance factor design |
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Common terms and phrases
A6 tensile group AISC Design Guide apply per LRFD Area meter Area ASTM A6 tensile Axial Compression bMpx Box perimeter braced braced points Code of Standard column compression member cont control over tension Double Angles Effective length KL excl flange surface ft²/ft greater than 200 Heavy line indicates Hollow Structural Sections HSS Design Strength incl indicates Kl/r equal intermediate connectors kip-ft kips Fy least radius length KL ft line indicates Kl/r LLBB LRFD Specification Section member design meter Area meter non-compact oc Pn Plates Properties radius of gyration Ratio Ratio Ratio Rectangular and Square requirements may apply respect to least Round HSS Design Shape perimeter shear shear strength single angles slender-element cross-section Specification Section A3.1c Standard Practice Section steel pipe Strength in Axial Surface and Box Table tension member tension rupture tension yielding Unbraced Length Underwriters Laboratories W-Shapes welded width Wt/ft Y-Y Axis