Version history
Timber Engineering Calculator
31
ASO score
Text
33/100
Reviews
0/100
Graphic
60/100
Other
0/100
App Rating
3.2
Votes
20
App Age
12y 7m
Last Update
Apr 28, 2023
Compare with Category Top Apps
|
Metrics
|
Current App
|
Category Top Average
|
Difference
|
|---|---|---|---|
|
Rating
|
3.19
|
4.44
|
-28%
|
|
Number of Ratings (Voted)
|
20
|
467.7K
|
-100%
|
|
App Age
|
12y 7m
|
6y 3m
|
+99%
|
|
Price
|
$4
|
$0
|
|
|
In-app Purchases Price
|
$0
|
$37
|
|
|
Update Frequency
|
963d
|
46d
|
+2 001%
|
|
Title Length
|
29
|
25
|
+16%
|
|
Subtitle Length
|
0
|
27
|
|
|
Description Length
|
3 487
|
2 559
|
+36%
|
|
Number of Screenshots
|
1604
|
1015
|
+58
%
|
|
Size
|
8MB
|
165MB
|
-95
%
|
Category Ranking in United States
7 days
Last 7 days
Last 30 days
Last 90 days
Last 180 days
Last year
| Top | Dec 08, 2025 | Dec 15, 2025 |
|---|---|---|
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No results were found!
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| Top | Dec 08, 2025 | Dec 15, 2025 |
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No results were found!
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| Top | Dec 08, 2025 | Dec 15, 2025 |
|---|---|---|
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No results were found!
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| Top | Dec 08, 2025 | Dec 15, 2025 |
|---|---|---|
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No results were found!
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Ranking Keywords in United States
| Keywords | App Rank |
|---|
Analyze this and other apps using Asolytics tools
Text ASO
Title
(
Characters:
29
of 30
)
Timber Engineering Calculator
Subtitle
(
Characters:
0
of 30
)
Description
(
Characters:
3487
of 4000
)
Timber Engineering Calculator contains 55 Calculators for different Timber and Civil Engineering parameters.
Comprehensive Calculator for Timber and Wood-works.
*** Available in Metric (SI) and Imperial (USCS) Units ***
• Area of Section (Rectangular and Square Beam)
• Moment of Inertia (Rectangular and Square Beam)
• Distance from Axis to Extremities of Section (Rectangular and Square Beam)
• Radius of Gyration (Rectangular and Square Beam)
• Section Modulus (Rectangular and Square Beam)
• Maximum Fiber Stress (Rectangular Timber Beam)
• Maximum Fiber Stress using Section Modulus (Rectangular Timber Beam)
• Horizontal Shearing Stress (Rectangular Timber Beam)
• Horizontal Shearing Stress (Rectangular Timber Beam with a notch in the lower face at the end)
• Modified Total End Shear (Concentrated Loads)
• Modified Total End Shear (Uniform Loading)
• Allowable Unit Stress on Timber Columns (Single Piece of Lumber/Group of Pieces glued together)
• Allowable Unit Stress on Timber Columns (Square/Rectangular Cross Section)
• Allowable Unit Stress on Timber Columns (Circular Cross Section)
• Allowable Unit Compressive Stress (Load is at an angle to the grain)
• Allowable Stress - Rectangular Section (National Design Specification)
• Allowable Compressive Stress inclined to grain (Hankinson's Equation)
• Extreme-Fiber Bending - Adjusted Design Value
• Tension - Adjusted Design Value
• Shear - Adjusted Design Value
• Compression perpendicular to the grain - Adjusted Design Value
• Compression parallel to the grain - Adjusted Design Value
• End grain in bearing parallel to the grain - Adjusted Design Value
• Modulus of Elasticity - Adjusted Design Value
• Size Factor
• Volume Factor (Southern Pine)
• Volume Factor (Other Species)
• Radial Stress induced by a Bending Moment
• Curvature Factor
• Bearing Area Factor
• Slenderness Ratio for Beams
• Allowable Withdrawal Load (Nails and Spikes penetration)
• Total Allowable Lateral Load - Group I Wood (Nails and Spikes penetration)
• Total Allowable Lateral Load - Group II Wood (Nails and Spikes penetration)
• Total Allowable Lateral Load - Group III Wood (Nails and Spikes penetration)
• Total Allowable Lateral Load - Group IV Wood (Nails and Spikes penetration)
• Allowable Withdrawal Load (Threaded portion of a Wood Screw penetration)
• Total Allowable Lateral Load - Group I Wood (Wood Screws penetration)
• Total Allowable Lateral Load - Group II Wood (Wood Screws penetration)
• Total Allowable Lateral Load - Group III Wood (Wood Screws penetration)
• Total Allowable Lateral Load - Group IV Wood (Wood Screws penetration)
• Bolts - Adjusted Design Value for Lateral Loading
• Split-Ring and Shear-Plate Connectors - Adjusted Value for Loading Parallel to Grain
• Split-Ring and Shear-Plate Connectors - Nominal Value for Loading Normal to Grain
• Nails and Spikes - Adjusted Design Value for Withdrawal
• Nails and Spikes - Adjusted Design Value for Lateral Loading
• Wood Screws - Adjusted Design Value for Withdrawal
• Wood Screws - Adjusted Design Value for Lateral Loading
• Lag Screws - Adjusted Design Value for Withdrawal
• Lag Screws - Adjusted Design Value for Lateral Loading
• Metal Plate Connectors - Adjusted Design Value for Lateral Loading
• Drift Bolts and Drift Pins - Adjusted Design Value for Withdrawal
• Drift Bolts and Drift Pins - Adjusted Design Value for Lateral Loading
• Spike Grids - Adjusted Design Value for Lateral Loading
• Stress and Deflection Factor (Ponding)}
Read more
Other
Additional Information
Version history
6.0
Apr 28, 2023
- updated for iOS 16
- improved user interface for better performance
3.3.6
Apr 12, 2021
- Fixes & Enhancements
