Page 333 - Civil Engineering Formulas

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16 27 32 45 34 40 50 41 48 55 a b width of element or projection; t thickness. The point of support is the inner line of fasteners or fillet welds con- necting a plate to the main segment or the root of the flange of rolled shapes. In LRFD, for webs of c
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wf a wf a wf a wf a c F y specified minimum yield stress, ksi (MPa), of the steel. h For webs connecting main members or segments for H or box shapes.

In bracing and other secondary members Plates supported on two edges or webs of box shapes g Solid cover plates supported on two edges or solid webs h Perforated cover plates supported on two edges for box shapes beam depth; and for noncompact sections, b tions on

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