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This Manual is the 14th Edition of the AISC Steel Construction Manual, given in Tables 1-1, 1-2, 1-3 and 1-4 for W-, M-, S- and HP-shapes, respectively. As an example, Table. 4-1 of the AISC Manual includes nominal sizes of up to W14's for column design. However, one may use coefficient p from Table 6-1 of theFrom AISC Manual Table 1-1, the W12×65 has Ix = 533 in.4. The beams from grid lines A to B and C to E and the columns at A, D and E are pinned at both ends FDOT STRUCTURES MANUAL. VOLUME 2. JANUARY 2015 4-1. 4.2 Items Embedded in Concrete Components. Table 4.3.11-1 Preferred Maximum Reinforcing Steel Bar Sizes.. Manual of steel construction LRFD Volumen I,II AISC. Victor Adrian 1-18 Availability of Steel Pipe and Structural Tubing, Table 1-4. W14×22 to 53 incl. By AISC 2005, Table 4-1 at 4-22, Design of Compression Members.pdf TABLE OF INITIAL MEMBERS TABLE 1 BEAMS BEAM DESIGNATION GB-01 GB-02 GB-03 GB-04 GB-05 The 2010 AISC Specification for Structural Steel Buildings is referred to as the AISC IV-2 Table 4-1 W-Shapes in Axial Compressions, Fy = 65 ksi . 1. The 2016 AISC Specification for Structural Steel Buildings is referred to Table 4-A. Available Strength in Axial Compression—Filled Rectangular HSS