$12.99
View on iTunes
Category: Productivity
Released: 16 Jul 2013
Published: 19 Apr 2024
Latest version: 9.0.0
Size: 109.61 MB
Seller: Ketchep.com, LLC
© Blue Ketchep
LANGUAGES:
Dutch, English, French, German, Italian, Japanese, Korean, Portuguese, Russian, Chinese, Spanish, Chinese, Turkish
COMPATIBILITY:
15.0 or later
Released: 16 Jul 2013
Published: 19 Apr 2024
Latest version: 9.0.0
Size: 109.61 MB
Seller: Ketchep.com, LLC
© Blue Ketchep
LANGUAGES:
Dutch, English, French, German, Italian, Japanese, Korean, Portuguese, Russian, Chinese, Spanish, Chinese, Turkish
COMPATIBILITY:
15.0 or later
Deflection
Deflection is a powerful, versatile calculator for beams, 2D trusses, and 2D frames. The interface is simple and intuitive, and the graphical output is state-of-the-art. In addition to reaction, shear, bending moment, and deflection results, Deflection also computes internal shear and bending stress along the cross section and along the beam.
2D FRAME AND TRUSS EDITOR
The 2D editor is seamlessly integrated with the beam editor. Draw arbitrary frame and truss structures and apply loads and constraints using the same simple interface as for beams. You can visualize results directly within the 2D editor, or you can select a beam and get additional insights.
INTERNAL STRESSES
Obtain internal bending and shear stress diagrams in addition to shear, bending, and deflection diagrams. The internal stresses can be visualized along the length of the beam as well as along the vertical axis of the cross section using the beam editor.
CROSS SECTION EDITOR
Edit built-in cross sections. Moment of inertia and area values are automatically calculated and applied to the rest of the beam calculations.
MORE FEATURES
• The built-in database contains more data for your reference and convenience.
• Apply beam self-weight optionally
• Unlimited design files
• Quick-start templates
CONTACT
We like to hear from you! Please email contact@ketchep.com if you have any issues, questions, or comments.
2D FRAME AND TRUSS EDITOR
The 2D editor is seamlessly integrated with the beam editor. Draw arbitrary frame and truss structures and apply loads and constraints using the same simple interface as for beams. You can visualize results directly within the 2D editor, or you can select a beam and get additional insights.
INTERNAL STRESSES
Obtain internal bending and shear stress diagrams in addition to shear, bending, and deflection diagrams. The internal stresses can be visualized along the length of the beam as well as along the vertical axis of the cross section using the beam editor.
CROSS SECTION EDITOR
Edit built-in cross sections. Moment of inertia and area values are automatically calculated and applied to the rest of the beam calculations.
MORE FEATURES
• The built-in database contains more data for your reference and convenience.
• Apply beam self-weight optionally
• Unlimited design files
• Quick-start templates
CONTACT
We like to hear from you! Please email contact@ketchep.com if you have any issues, questions, or comments.
What's new in Version 9.0.0
• NEW: Shear, moment, and axial force diagrams can now be displayed for 2D frames and trusses. Use the buttons at the bottom of the screen to display or hide the diagrams.
• IMPROVED: On iPad, the side panel in the 2D editor can now be collapsed to make better use of screen space.
• FIXED: Minor issues.
• IMPROVED: On iPad, the side panel in the 2D editor can now be collapsed to make better use of screen space.
• FIXED: Minor issues.
Download
Version | Uploader | Link |
---|---|---|
9.0.0 For iOS 17 For iOS 16 For iOS 15 | user_hidden-ICPDA | Link 1 |
8.1.1 | user_hidden-ICPDA | Link 2 |
8.1.0 | user_hidden-ICPDA | Link 3 |
7.2.0 | user_hidden-ICPDA | Link 4 |
6.2.0 | telefonbuch | Link 5 |
6.2.0 | telefonbuch | Link 6 |
6.1.0 | telefonbuch | Link 7 |
6.1.0 | telefonbuch | Link 8 |
5.15.0 | telefonbuch | Link 9 |
5.15.0 | telefonbuch | Link 10 |
5.14.0 | telefonbuch | Link 11 |
5.14.0 | telefonbuch | Link 12 |
5.13.0 | telefonbuch | Link 13 |
5.13.0 | telefonbuch | Link 14 |
5.12.1 | telefonbuch | Link 15 |
5.12.1 | telefonbuch | Link 16 |
5.12.1 | telefonbuch | Link 17 |
5.12.0 | telefonbuch | Link 18 |
5.12.0 | telefonbuch | Link 19 |
5.10.0 | telefonbuch | Link 20 |
5.10.0 | telefonbuch | Link 21 |
5.10.0 | telefonbuch | Link 22 |
5.9.1 | telefonbuch | Link 23 |
5.9.1 | telefonbuch | Link 24 |
5.8.5 | telefonbuch | Link 25 |
5.8.5 | telefonbuch | Link 26 |
5.8.5 | telefonbuch | Link 27 |
5.8.1 | telefonbuch | Link 28 |
5.8.1 | telefonbuch | Link 29 |
5.8.1 | telefonbuch | Link 30 |
5.8.0 | telefonbuch | Link 31 |
5.8.0 | telefonbuch | Link 32 |
5.8.0 | telefonbuch | Link 33 |
5.7.1 | telefonbuch | Link 34 |
5.7.1 | telefonbuch | Link 35 |
5.7.1 | telefonbuch | Link 36 |
5.7.0 | telefonbuch | Link 37 |
5.7.0 | telefonbuch | Link 38 |
5.7.0 | telefonbuch | Link 39 |
5.6.0 | telefonbuch | Link 40 |
5.6.0 | telefonbuch | Link 41 |
5.6.0 | telefonbuch | Link 42 |
5.5.6 | telefonbuch | Link 43 |
5.5.6 | telefonbuch | Link 44 |
5.5.6 | telefonbuch | Link 45 |
5.5.5 | telefonbuch | Link 46 |
5.5.5 | telefonbuch | Link 47 |
5.5.5 | telefonbuch | Link 48 |
5.5.4 | telefonbuch | Link 49 |
5.5.4 | telefonbuch | Link 50 |
5.5.4 | telefonbuch | Link 51 |
5.5.3 | telefonbuch | Link 52 |
5.5.3 | telefonbuch | Link 53 |
5.5.3 | telefonbuch | Link 54 |
5.5.2 | telefonbuch | Link 55 |
5.5.2 | telefonbuch | Link 56 |
5.5.2 | telefonbuch | Link 57 |
5.5.0 | telefonbuch | Link 58 |
5.5.0 | telefonbuch | Link 59 |
5.5.0 | telefonbuch | Link 60 |
5.3.0 | telefonbuch | Link 61 |
5.3.0 | telefonbuch | Link 62 |
5.3.0 | telefonbuch | Link 63 |
5.2.1 | telefonbuch | Link 64 |
5.2.1 | telefonbuch | Link 65 |
5.2.1 | telefonbuch | Link 66 |
5.2.0 | telefonbuch | Link 67 |
5.2.0 | telefonbuch | Link 68 |
5.2.0 | telefonbuch | Link 69 |
5.1.0 | telefonbuch | Link 70 |
5.1.0 | telefonbuch | Link 71 |
5.1.0 | telefonbuch | Link 72 |
4.2.6 | telefonbuch | Link 73 |
4.2.6 | telefonbuch | Link 74 |
4.2.6 | telefonbuch | Link 75 |
4.2.3 | telefonbuch | Link 76 |
4.2.3 | telefonbuch | Link 77 |
4.2.3 | telefonbuch | Link 78 |
4.1.1 | telefonbuch | Link 79 |
4.1.1 | telefonbuch | Link 80 |
4.1.1 | telefonbuch | Link 81 |
4.0.4 | telefonbuch | Link 82 |
4.0.4 | telefonbuch | Link 83 |
4.0.4 | telefonbuch | Link 84 |
4.0.3 | telefonbuch | Link 85 |
4.0.3 | telefonbuch | Link 86 |
4.0.3 | telefonbuch | Link 87 |
4.0.2 | telefonbuch | Link 88 |
4.0.2 | telefonbuch | Link 89 |
4.0.2 | telefonbuch | Link 90 |
4.0.1 | telefonbuch | Link 91 |
4.0.1 | telefonbuch | Link 92 |
4.0.1 | telefonbuch | Link 93 |
4.0.0 | telefonbuch | Link 94 |
4.0.0 | telefonbuch | Link 95 |
4.0.0 | telefonbuch | Link 96 |
3.3.3 | telefonbuch | Link 97 |
3.3.3 | telefonbuch | Link 98 |
3.3.3 | AppCakeBot | Link 99 |
3.3.3 | telefonbuch | Link 100 |