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Wood Volume Output (v9 - Feature 171)

In order to facilitate approximate cost comparisons of different sizing options, the program now outputs the wood volume of the member.

Design Summary

A column has been added to the design summary output of suggested sections giving the wood volume of the member in cu. ft or m3.

Beam Length Used

Because bearing lengths are not necessarily known when these sections are examined, the length used by the program is the one input in beam view, and could therefore be the length of the design span, clear span, or full span. Only if full span will be chosen will the result be the precise volume of wood in the member, however, in the other cases, the results are adequate to serve as a comparison of the different sections.

Table Columns Removed.(v9 - Change 166)

The columns for Axial and Combined design criteria, which apply only to columns, have been removed from the Design Summary list of suggested sections for beams

Design Check

The volume of wood in cu. ft or m3 is given after the total beam length in the materials specification of the Design Check output. In this case, the full length of the beam is used to compute the volume regardless of the chosen span type.

See Also

Engineering Design

Notch Design

Lateral Stability Factor KL

Vibration Design for Joists

NBC Glulam Fire Design (v9 - Feature 197)

Maximum Lamination Width for Kzbg Factor (v9 - Feature 205)

Glulam Shear Design

Weak Axis Structural Composite Lumber Design (v9 - Feature 140)

Bearing Design – Miscellaneous Changes

Absolute Deflection Limit Default (v9 - Feature 167)

Design Check Output Improvements

Case 2 System Factor for Axial Tension (v9 - Bug 2838)

19.2” Spacing (v9 - Change 132)

Design Search for Built-up Beams (v9 - Bug 2742)

I-Joist Deflection (v9 - Bug 2783)

Design for Custom Section Size Same as Nominal Size ( Bug 2842)

Design Search for Unknown Lower End of Section Size Range (v9 - Bug 2843)

Design Values in Output for Custom Multi-ply Members (v9 - Bug 2859)

Deflection Design for Weak Axis, Custom Multi-ply Members (v9 - Bug 2859)

Multi-ply Member Weak Axis Bending Resistance (v9 - Bug 2860)

Deflection Design for Weak Axis, Custom Multi-ply Members (v9 - Bug 2859)

NBCC Terminology (v9 - Change 173)

Part 4 of NBC in Program Information (v9 - Change 177)