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In This Section 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) 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) |
