Contents

 
 Welcome to Sizer
Expand General Information
Expand Program Operation
Expand Loads and Analysis
Expand Concept Mode
Expand Materials
Expand Engineering Design
Collapse Versions
   Expand Sizer 2020
   Collapse Previous Versions
      Expand Sizer 10
      Collapse Sizer 9
         Collapse 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)
             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)
         Expand Loads and Loads Analysis
         Expand Materials
         Expand Program Operation
         Expand Concept Mode
         Expand Stand-alone Sizer Installation
          Sizer 9.1
          Sizer 9.2
         Expand Sizer 9.3
      Expand Sizer 8
 Index