An option of 19.2” spacing has been added to the spacing input for joists and walls, corresponding to an 8 foot sheet of plywood divided into 5 spans.
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)
Wood Volume Output (v9 - Feature 171)
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)
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)
NBCC Terminology (v9 - Change 173)
Part 4 of NBC in Program Information (v9 - Change 177)
