Table 4.3.11-1 Preferred Maximum Reinforcing Steel Bar Sizes. 4.2 Items Embedded in Concrete Components. From Table 1-1 of the AISC Manual, list the pertinent section properties for b) Determine the LRFD design strength φcPn using Table 4-22 of the AISC Manual. Example E.6 Double Angle Compression Member with Slender Elements. The results of design equations are presented to 3 significant figures E-22. examples that draw on the tables from the Manual, recommended design 4. Steel Buildings (ANSI/AISC 360-05) and the AISC Steel Construction Manual, 13th Edition. AISC ASD Manual 9th edition Structural Shapes: Tables of Availability. Aisc Manual Table 4 22 Many questions can be answered using tables in AISC 360, the "Steel Construction Manual." For example, look at Table 4-22.
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