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Column Beam and Stringer Grade vs. Post and Timber Grade (v9 - Bug 2799)

Sizer did not distinguish between beams/stringer grade and post/timber grade for columns, treating them all as post/timber. This is both conservative and non-conservative as the bending resistance is greater for beam and stringers but the compressive axial resistance are greater for post and timbers. This has been corrected and beam and stringer grades have been added for columns. Note that columns with rectangular profiles are somewhat uncommon and are not part of the standard database.

The database editor program now allows you to view both post and timber and beam and stringer sets of properties for columns in the same way you previously could only for beams. These values can be entered for custom database files.

See Also

Materials

Lumber n-ply Stud Material for Walls ( Feature 33)

4” Thick Lumber Beams (v9 - Feature 187)

Versa-Lam LVL (v9 - Feature 140)

APA Performance-Rated I-Joists (v9 - Feature 61)

Removal of PSL (v9 - Change 156)

Sill Plate Supporting Member Options (v9 - Bug 2844)