The key change in ProSteel 5 is, of course, the use of BS5950-1: 2000
in all the calculation routines within the program. There are a large number of
other changes too:
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Adobe Acrobat PDF file output option: When printing you can now choose
whether to send the output to your printer or have it written to a PDF file.
This will be particularly useful if you need to email a copy of your
calculations to someone.
-
Hollow section support: Steel beam and column design options now let you
choose hot rolled hollow sections as well as check them
-
Web update option: For the period of your update cover you will (assuming
that you have Internet access) be able to download the latest release instead
of waiting for your update disk to arrive
-
Standard note library: Store all those standard notes you put at the end of
your calculation sheets and recall them with a couple of mouse clicks.
-
The beam load description field has been increased to 20 characters (on
printouts, column widths are now adjusted to suit the maximum length of data
entered in each column)
-
Standard load descriptions (such as 'o.w.', 'wall', floor'): Just pick them
from a drop down list - your decide the content
-
If you enter a load and forget to enter the start and/or end positions,
default values of 0 and L (part UDL's and VL's) and L/2 are entered - a warning
message is displayed to tell you that this has been done. Previously the blank
field was taken as 0 which meant that the load was ignored.
-
The height of the beam load edit dialog can now be changed: increasing it
shows more loads or make the notes pane larger, depending on the page selected.
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For non-hollow steel beams a check is now made on the unstiffened web
capacity at supports. If the reaction is greater than this, the required stiff
bearing length is calculated. If this cannot be provided, web stiffeners will
be required (this is highly unlikely in domestic scale building structures)
-
Steel bearing plate thicknesses are now calculated using the plate
projection beyond the stiff bearing length across the section (taken as
t + 1.6r + 2T). This will give a slightly greater plate
thickness. (changed following query raised by checking authority)
-
Bug fixed that caused a crash if you tried to calculate a beam bearing plate
with a negative reaction at R1 (due to load on cantilever extension of beam)
-
The steel check section dialog now remembers last sort order
-
For stanchions you can now enter separate effective lengths for the major
and minor axes.
-
Where a stanchion includes moments calculated from applied reactions, a
section schematic is now printed to make it clear which reaction is which.
-
Where a menu item has a toolbar equivalent the toolbar icon is shown on the
menu
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The Project Manager can now be accessed from the keyboard:
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The 'Combine load and section calculations' option has been removed from the
Project Details dialog. Beam loads and steel beam calculations are now always
shown in one window,
-
The 'keep windows on screen at all times' options have been removed from the
Project Details dialog. When you close a window it is now always closed, not
minimised. The old arrangement was a hangover from DOS days and has been
redundant since the new style Project Manager was added
-
We are now using UPX compression instead of Shrinker which makes the main
program file much smaller - now only 600K!