Index
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
Q
R
S
T
U
V
W
X Y Z
A
Adjustment to Reactions
Allowable Configurations
Application Data
Approximate Method when Designing for Unknown Parameters
Axial Compression
Axial Design for Fire-Reduced Sections
Axial Design for Wall Panels
Axial Tension
B
Beam and Joist Hanger Database and Design
Beam Stability Factor
Beam Stability Factor KL
Beam Supports
Bearing Design
Bearing Design - Beams, Joists and Floor/ Roof Panels
Bearing Design - Columns and Walls
Bending Moment Design
Bending Moment Design
Bending Moment Design
Bending Moment Resistance
Bending Moment Resistance for FIre Reduced Sections
Bug Fixes and Small Improvements – Graphics
Bug Fixes and Small Improvements – Input and Program Operation
Bug Fixes and Small Improvements – Loads Analysis
Bug Fixes and Small Improvements – Output
Bug Fixes and Small Improvements – Engineering Design
Built-up Members
C
Cantilever Deflection
CCMC/CWC Procedure for I-joists
CLT Design
CLT Layer Orientation and Design Axes
Column and Wall Assumptions
Column Supports
Combined Axial and Bending
Combined Lateral Bending and Axial Load
Component Additive Method for Joists and Walls
Concentrated Loads
Concept Mode
Conditions for KL = 1
Context Menus
Control Bars
Creating a Grid
Creating a Structure
Creating Beams
Creating Columns
Creating Joist Areas
Creating Levels
Creating Loads
Creating Walls
Cross Laminated Timber (CLT)
Cross-Laminated Timber (CLT) Design
CSA O86 Annex B for Beams and Columns
CSA O86 Procedure for CLT Floors
CSA O86 Procedure for Joists of Any Material
CSA O86 Provision Options
Custom Sizes (b x d)
D
Data Bar
Dead Load Due to Soil Combinations
Dead Load Resisting Failure Combinations (0.9D)
Deflection Criteria
Deflection Design
Deflection Limits
Deflection Options
Deflection Output
Deployment on Multiple Computers
Design
Design
Design
Design Code Options
Design Codes and Standards
Design Codes and Standards
Design Codes and Standards
Design Criteria
Design Groups
Design Menu
Design Spans and Iterative Design
Designing for Unknowns
Direction and Intensity of Loads
E
Earthquake Load Combinations
Earthquake Loads
Edit Menu
Effective Length Le
Effective Shear Modulus GAeff
Effective Stiffness EIeff
Effective Stiffness for Fire-reduced Sections
Engineering Assumptions
Engineering Design
Engineering Design
Engineering Design
Error Messages
F
File Extensions
File Menu
Fire Design
Fire Design
Fire Design
Fire Design
Fire Design
Floor Vibration
For Systems Administrators
Future Version 2
G
General Information
Glulam
Glulam Design
Graphics
Gridpoint Elevations
H
Help Documentation
Hydrostatic Load Combinations
I
I-Joist Design
I-Joists
Importance Factor
Input
Input
Input
Input and Interpretation of Loads
Input of Lateral Support
Installation Procedure
J
Joist and Beam Reactions
Joist Area Supports
L
Lateral Support
Lateral Support at Points of Bearing
License Deployment
Licensing and Registration
Load Combinations
Load Combinations
Load Combinations
Load Combinations Generated
Load Duration Factor KD
Load Input
Load Options
Loads Analysis
Loads and Analysis
Loads and Load Analysis
Long-term Load Factor
Lumber
M
Material and Component Databases
Materials
Materials and Database
Materials Database
Material-specific Design
Member Design
Menu: Settings Menu
Menus and Commands
Mode Menu
Mode: Beam
Mode: Column
Mode: Concept
Modification Factors
Moment Resistance Calculation
N
NBC 2015, CSA O86-14 Updates 1 and 2, and S16-14
NBC D-2.11 Method for Glulam Beams and Columns
NBC Procedure for Sawn Lumber
Network Installations
Notch Design
Notches
O
Oblique Loading
Older Versions
Other Modification Factors
Output
Output
Output
Output
P
Pattern Loading
Plank Design
Points Of Interest
Previous Versions
Program Operation
Program Operation
Program Operation
R
Reset Original Settings
Rolling Shear Resistance
Rules for Supporting Building Members
S
Save Default Settings
Save to Project File
SCL Design
SCL Shear Deflection
Self-weight
Serviceability Limit State Combinations
Settings: Company information
Settings: Default Values
Settings: Design
Settings: Design Notes
Settings: Format
Settings: Preferences
Settings: Project Information
Settings: View
Shear Deflection
Shear Deflection
Shear Deflection
Shear Design
Shear Design
Shear Design
Shear Resistance Calculation
Shear Stiffness and Shape Factor
Size Factors
Sizer 10
Sizer 10.1
Sizer 10.2
Sizer 10.3
Slenderness Ratio CB
Sloped Beam Loads Drawing
Sloped Member Load Direction and Projection
Sloped Members
Span Table Generation
Status Bar
Steel
Steel Columns
Storage Load Combinations
Strength and Resistance
Strength Properties
Structural Analysis
Structural Composite Lumber (SCL)
Structural Stability
System Factor KH
System Requirements
T
Technical Support and Training
Text Output
Timber
Tool Bar
Transfering Members
U
Ultimate Limit States Combinations
Uninstall
Unsupported Length lu
V
Version 11 (Sizer 2020)
Version 11.1 (Sizer 2020, Update 1)
Version 11.2 (Sizer 2020, Update 2)
Version 11.3 (Sizer 2020, Update 3)
Version 11.4 (Sizer 2020, Update 4)
Version 11.5 (NBC 2020)
Versions
Vibration
Vibration-controlled Span
View Menu
W
Wall Supports
Weak Axis Glulam Design
Welcome to Sizer
WoodWorks Database Editor