Tables with dimensions and properties of standard steel sections . From the left tree you select the section type e.g. IPE, HE etc. On the right the table shows all the standard sections for this group and their dimensions and properties. Moving up and down the table on the right the section drawing is shown in scale (you can grab and move the Tabbing your Steel Manual. the ever helpful back of the book. Table 3-2 W-Shapes Selection by Zx 145 13.4 14.1 77.7 619 64.3 in.' 500 50400 39600 ASO 1540 1280 LRFO The following list of terms provides reference to items found in the AISC Steel Construction Manual. as as selected 53:134 Structural Design II Design of Beams (Flexural Members) (Part 5 of AISC/LRFD) References 1. Part 5 of the AISC LRFD Manual 2. Chapter F and Appendix F of the AISC LRFD Specifications (Part 16 of LRFD Manual) For steel, this means must not exceed and the bending moment must not exceed E = Modulus of elasticity of steel = 29,000 ksi G = Shear modulus of elasticity of steel = 11,200 ksi Wno = Normalized warping function at a point at the flange edge (in.^2) Sw = Warping statical moment at a point on the cross section (in.^4) Qf = Statical moment for a point in the flange directly above the vertical edge of the web (in.^3) AISC structural shapes properties viewer, w-flange, s-flange,wt, st, mt shpaes, double angles, rectangular shapes, rounds shapes viewer engineering design data of specific structural steel shapes. ? (See illustration and table in AISC 13th Edition Manual page 1-46.) The goal of this steel design example is to calculate the elastic section modulus, Sx, and plastic section modulus, Zx, for a plate girder bent about its strong axis. We are using the 13th edition of the AISC Steel Construction Manual. The problem statement states, For the plate girder shown below, calculate the: W Property Table Shape Depth Flange width Flange thickness Web thickness Area Sx Sy (inch) (inch) (inch) (inch) (in2) (in3) (in3) W44X335 44 1