Construction

Specification for Structural Steel Buildings by Beedle L. S.

By Beedle L. S.

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F1 Safety factor for compression . . . . . . . . . . . . . . . . . . . . . E1 Safety factor for axially loaded composite columns . . . . . . . . . . 1b Safety factor for shear on the failure path . . . . . . . . . . . . . . 1 Safety factor for torsion . . . . . . . . . . . . . . . . . . . . . . 1 Safety factor for tension . . . . . . . . . . . . . . . . . . . . . . . D2 Safety factor for shear .

F2 Distance between braces, in. (mm) . . . . . . . . . . . . . . . . App. 2 Length of channel shear connector, in. (mm) . . . . . . . . . . . . . 2 Clear distance, in the direction of the force, between the edge of the hole and the edge of the adjacent hole or edge of the material, in. (mm) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 Total effective weld length of groove and fillet welds to rectangular HSS, in.

F1 Required flexural strength in chord, using ASD load combinations, kip-in. (N-mm) . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Absolute value of moment at centerline of the unbraced segment, kip-in. (N-mm) . . . . . . . . . . . . . . . . . . . . . . . . . . . F1 Required bracing moment, kip-in. (N-mm). . . . . . . . . . . . App. 2 Absolute value of moment at three-quarter point of the unbraced segment, kip-in. (N-mm) . .

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