i ran across a chart at the end of the references (i guess in a case study sample test ?) called “compactness criteria for angles” and also a one called “workable gages in angle legs”. this is unnecessary to review? or? ALSO (i guess i can’t upload images here or can i?) anyway in the STRUCTURAL tables like W shapes what do i need to find generally? Size Designation (obviously) A area d depth then - AXIS X-X: I moment of inertia? S section modulus? anything else? allowable stress of an actual beam of some material will be given? what other permutations or perambulations should we expect? THANKS
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