|
FEATURE |
ADOSS v7.01 |
pcaSlab
v1.11 |
pcaSlab
v1.51 |
pcaSlab
v2.0x |
pcaSlab
v2.5x |
spSlab
v3.1x |
|
General |
|
Operating System |
Microsoft Windows
3.1 or above |
Microsoft Windows 98
or above |
Microsoft Windows XP, Vista,
and Windows 7 |
|
Evaluation Version |
No |
Yes |
|
Electronic
documentation |
WinHelp
(.HLP)
|
WinHelp
(.HLP)
HtmlHelp (.CHM)
Not Context
Sensitive
Manual (.PDF) |
WinHelp
(.HLP)
Context Sensitive
Manual (.PDF) |
WinHelp
(.HLP) - XP (Context
Sensitive)
HtmlHelp (.CHM) – Vista (Not Context
Sensitive)
Manual (.PDF) |
HtmlHelp (.CHM) (Context
Sensitive)
Manual (.PDF) - accessible directly from the program |
|
Printed
Documentation |
Printed Manual |
On Demand |
|
Floating Toolbar |
No |
Yes |
|
Status bar |
No |
Yes |
|
Auto Input (Wizard) |
Yes. Forward
functionality only |
Yes. Works in both directions |
|
Input Data File
Format |
ADOSS (.ADS) |
pcaSlab(.SLB)
ADOSS (.ADS) File Import Filter
PCA-Beam v1.x (.BMS) File Import Filter |
|
Input Data Examples |
6 |
Over 30 |
Over 90 |
|
Long File Names |
No |
Yes |
|
Recent Files Menu |
No |
Yes |
|
Modeling and
Calculation |
|
Concrete Design Code
ACI 318 |
1995 |
2002
1999
|
2005
2002
1999 |
2008 2005
2002
1999 |
|
Concrete Design Code
CSA A23.3 |
1994 |
1994 |
2004
1994 |
|
Metric Units |
Yes |
Yes |
|
US customary units |
Yes |
Yes |
|
Investigation mode |
No |
Yes. Allows input of
longitudinal and transverse bars |
|
Reinforcing Bar
Tables |
ASTM A615
U.S.
Bar Sizes
ASTM A615 Metric Bar Sizes
CSA G30.18 Metric Bar Sizes |
ASTM A615 - U.S.
Bar Sizes
ASTM A615 - Metric Bar Sizes
CSA G30.18 - Metric Bar Sizes
prEN 10080 - Eurocode
Metric
User Defined |
|
2-Way Structural
system |
A selected
predetermined slab system:
- Flat Plate
- Flat Slab
- Beam Supported Slab
- Waffle Slab |
Any combination of
slab systems:
- Flat Plate
- Flat Slab
- Beam Supported Slab
- Two-way Joist System (Waffle Slab) |
Any combination of
slab systems:
- Flat Plate
- Flat Slab
- Beam Supported Slab
- Two-way Joist System (Waffle Slab) or Longitudinal Slab Band System
(CSA A23.3-04 only) or Transverse Slab Band System (CSA A23.3-04
only) |
Any combination of
slab systems:
- Flat Plate
- Flat Slab
- Beam Supported Slab
- Two-way Joist System - Slab Band System
|
|
1-Way structural
system |
A selected
predetermined slab system:
- One-way slab
- Beam |
No |
- One-way Slab
- One-way Joist System - Beam |
|
Changing of
structural system type between spans |
No (for complete
model only) |
Yes (but within
one-way only or two-way only systems, not mixed) |
Column Strip Width
|
Automatic |
Automatic |
Automatic or User-defined |
|
Moment Distribution
Factors |
Automatic |
Automatic |
Automatic or User-defined |
|
Shear Distribution |
Slab/Beam - Automatic |
Slab/Beam - Automatic |
Slab/Beam - Automatic
or
Column Strip/Middle Strip/Beam - Based on Moment Distribution Factors |
|
Maximum Number of
Spans |
14 |
20 |
|
Cantilevers |
Yes. Always present
in a model. |
Yes. Selectable. |
|
Load Cases |
3, Fixed: Dead,
Live, Lateral |
Up to 6, Default:
Self, Dead, Live, Wind, EQ |
Up to 6, Default:
Self, Dead, Live, Snow, Wind, EQ
|
|
Load Combinations |
3 |
Up to 20 |
Up to 50 |
|
Self-weight
Automatically Computed |
Yes |
Yes |
Yes (Optional)
|
|
Lateral Load Cases |
Yes.
One lateral load case only. |
Yes. Multiple
lateral load cases possible |
|
Loads per load case
(DL or LL) |
Up to 100 partial
loads |
Up to 100 partial
loads |
|
Pattern live loading |
Yes |
Yes |
|
Number of segments
per span |
20 |
Up to 100.
Variable segment lengths depending on span geometry. |
|
Compression
Reinforcement |
No |
Yes |
|
Torsion Analysis and
Design |
Transverse beams
only. |
Not applicable |
Yes. Applies to
beams only. |
|
Beams in Two-way System Include
Flanges |
No |
No
|
Yes (optional) |
|
Beams Contribute to Transfer of
Negative Moments over Supports in Two-way Systems |
No |
No
|
Yes (optional) |
|
Drop Panel
Contributes to One-way Shear Capacity |
Yes |
No
|
Yes (optional) |
|
Punching Shear Check for One-sided
Drop Panels |
Yes |
No
|
Yes |
|
Adjustment of
gf
factor for punching shear calculations |
No |
No
|
Yes (optional) |
|
Proportioning of Longitudinal
Reinforcement for Combined Flexure, Shear, and Torsion |
No |
No |
Yes (CSA A23.3-04 only with M-V-T
Design option) |
|
Moment
Redistribution |
No |
Not applicable |
Yes. Applies to
beams and one way slabs only. |
Displacement
|
Instantaneous |
Instantaneous |
Instantaneous
Long-term |
|
Visualization and
Reporting |
|
Geometry View -
Isometric |
Yes |
Yes |
|
Geometry View - Plan |
Yes |
Yes |
|
Geometry View -
Elevation |
Yes |
Yes |
|
Geometry View - Side |
No |
Yes |
|
Bending Moment Graph |
Yes. Selectable for
single span. |
Yes. Selectable for
whole structure or single span. |
|
Moment Capacity
Graph |
No |
Yes. Selectable for
whole structure or single span. Each strip shown individually. |
Yes. For beams both
original and redistributed moments can be displayed. |
|
Longitudinal
Reinforcement
Capacity Graph for
Combined Flexure, Shear, and Torsion |
No |
No |
Yes (CSA A23.3-04 only with M-V-T
Design option) |
|
Shear Force Graph |
Yes. Selectable for
single span. |
Yes. Selectable for
whole structure or single span. |
Yes. For beams both
original and redistributed shear forces can be displayed. |
|
Torsional Moment
Graph |
No |
Not applicable |
Yes. For beams only. |
|
Shear Capacity Graph |
No |
Yes. Combined with
Shear Force Graph. |
Yes. For beams
combined shear and torsion capacity can be displayed. |
|
Reactions |
Envelope values of column moments at
joints |
Column reactions at joints and far
ends for all load cases (including patterns) |
Column reactions at joints and far
ends and spring reactions for all load cases (including patterns) and
all load combinations (including patterns) |
|
Cracked section properties |
Yes (Ieff only) |
No |
Yes (extensive info) |
|
Deflection Graph |
Yes. Selectable for
single span. |
Yes. Selectable for
whole structure or single span. |
|
Longitudinal and
transverse
reinforcement graph |
No |
Yes. Selectable for
whole structure or single span. |
|
Surface Loads Graph |
Yes. Fixed for whole
structure. |
Yes. Selectable for
whole structure or single span. |
|
Dead Loads Graph |
Yes. Fixed for whole
structure |
Yes. Selectable for
whole structure or single span. |
|
Live Loads Graph |
Yes. Fixed for whole
structure |
Yes. Selectable for
whole structure or single span. |
Yes. Selectable for
a load pattern and
whole structure or single span. |
|
Units Shown on
Load Graph |
No |
No |
Yes |
|
Graphical Screen
Copy |
No |
Yes. Can be saved as
bitmap (.BMP) or metafile (.EMF). |
|
Graph Customization
(popup menu) |
No |
Yes |
|
Print Preview |
No |
Yes. Available for
graphical windows. |
|
Zoom Window |
Yes. Only geometry
view windows. |
Yes |
|
Zoom In / Zoom Out |
No |
Yes |
|
Panning |
No |
Yes |
|
Selectable angles
for isometric view |
Yes |
Yes |
|
Rotating and panning
using key strokes |
No |
Yes |
|
Selective view of
structural members |
Yes |
Yes |
|
Text Report |
Yes. Page layout
customizable
before executing calculations. |
Yes. Page layout
customizable after executing calculations. |
Yes. Page layout
customizable after executing calculations.
Font selection. |
|
Segmental Output for
Internal Forces and Deflections |
Yes |
Yes |
|
Segmental Output for
Longitudinal Reinforcement |
No |
No |
Yes |
|
Text Screen Copy |
No |
Yes |
|
Text Report File |
Yes. ASCII text file
(.OUT)
Generated during execution of calculations. |
Yes. ASCII text file
(.OUT)
Generated on viewing the results report window. |
|
Customization |
|
User-controlled
color settings |
Yes |
Yes |
|
User-controlled
default data directory |
Yes |
Yes |
|
User-controlled
default design code |
Yes |
Yes |
|
User-controlled
default rebar table |
No |
Yes |