Details of changes made in ...
Release 4.56f, 18 Dec 2009
|
|
4.56f replaces 4.56d/e which have been withdrawn: it
fixes a bug in 4.56d/e which meant that calculations
were not updated when you pressed 'Apply' in
load edit dialogs. The following changes were
introduced in 4.56d:
- Further printer error handling has been added: a
small number of users of 4.56a-c have encountered
printing problems which we have been unable to
replicate.
- The calculator is now resizeable so that as to
show more previous calculations.
- A new option File, Export as EuroBeam file has
been added. This option is of no use at the moment,
but enables you to save projects as an XML file that
should be readable by our Eurocode based program,
EuroBeam, when it becomes available. For more on
EuroBeam see our forum post
EuroBeam - your questions answered
- The Font dialog now adds an extra tab for the
fonts to be used in internally generated PDF
files.
- 4.56d 16 Dec build Keyboard accelerators
have been removed from data entry dialogs.
|
Release 4.56c, 29 Oct 2009
|
|
- Some additional error checking has been added to
the print routines
- The Configuration Information screen now lists
the fonts used in page headings
- Various bugs related to editing timber post data
when a post is first added to a project have been
fixed
|
Release 4.56b, 20 Oct 2009
|
|
- Projects containing new OLE pages couldn't be
saved - fixed
- Drop-down standard notes didn't appear on
timber bearings page - fixed
- Various small bugs connected with editing
standard notes have been fixed
- On the beam bearings pages the plate thickness
field now doubles up as the padstone height. This is
ignored if 0 and the 'Unreinforced' box is
left unchecked. Otherwise if you leave the box
unchecked, whatever value you enter will appear on
the printout: this will be appropriate where the
padstone is reinforced, otherwise the minimum
thickness (based on a 45 degree spread from the steel
stiff bearing length) is calculated. As elsewhere, if
you enter a larger value this is left unchanged.
|
Release 4.56a, 29 Sept 2009
|
|
- In preparation for Windows 7 this release of
SuperBeam has been built using Delphi 2010. It will
not run on Windows 95/98/ME systems.
- The beam and column edit dialog load table
columns now resize automatically in proportion to the
width of the data entered in each column so as to
maximise the visible data.
- The option to select the menu colour scheme has
been removed as it caused program crashes when trying
to edit OLE pages
- A new and easier way of marking tab lines in text
pages has been added. The new style tab line starts
with an exclamation mark, then the tab positions
separated by commas - make the number negative to
denote a right-aligned tab and add 1000 to denote a
centered tab, e.g. '!4,-18-28,1040'.
If the last tab on the line is a right-aligned tab
then when printing the line is stretched out across
the full width of the page.
- Bug fix: if you entered an additional moment on a
column and then deleted it, the earlier value
continued to appear in the calculations until the
project was saved and reloaded.
- Bug fix: if you changed a beam type from timber
(failing) to steel, the !!! fail marks continued to
appear in the Project Manager until you saved and
reloaded the project - fixed.
- New option: User Documents. Selecting Help >
User Documents displays a submenu, the first item of
which is Add/Remove. Selecting this displays a dialog
with two columns, one for the document title (as
chosen by you) and the file location or URL. Most
usually the document will be a PDF file or a website
URL but it can be anything that your copy of Windows
knows how to run. To delete an item, delete the title
and reference. When you press OK, the document titles
you have entered will be displayed on the submenu -
selecting one displays the document.
|
Release 4.55d, 30 May 2009
|
|
Two fixes:
- If you reordered beams within the Project Manager
the wrong data for each moved item was displayed -
fixed
- In the Beam Edit dialog, selecting a B/F bearing
additional load for bearing R2 caused the description
to be placed in the field for the R1 additional
bearing load description - fixed
|
Release 4.55c, 4 May 2009
|
|
Three fixes, one small enhancement:
- If you moved an item with or deleted an item from
the Project Manager list any B/F load expressions
would be corrupted - fixed
- Timber beam bearing details were not shown on
summary calculations - fixed
- If you changed a beam type from loads only or
steel and/or timber to something else an unnecessary
confirmation dialog was displayed - fixed
- The Project Manager line now adds the section
size: normally you will only see this in the hint
when you hold the mouse over a particular line
|
Release 4.55b, 18 April 2009
|
|
Three fixes, several minor enhancements:
- Flitch beam long term deflection was always shown
as a fail: fixed
- The auto self weight for timber beams was using
the BS5268 characteristic density, not the mean
density which is slightly higher - fixed. If your
timber data is coming from a customised file this
will be rewritten to incorporate this additional
figure.
- If the R1 bearing type was 'None' and R2
a user note, padstone or bearing plate, the R2
bearing details were not printed - fixed
- The column width proportions on the load edit
dialog have been adjusted to show more of long load
entry expressions
- A check is now made to ensure that the flitch
beam bolt centres are a minimum of 4d from the edges
of the timber and a minimum 2d from the plate
edge.
- If a flitch beam uses Oak TH grade members, a
note is added stating that stainless steel bolts
should be used.
- The indicate weight of timber members is now
shown next to the size.
- Some additional grades have been added to the
default timber file.
|
Release 4.55a, 14 April 2009
|
|
Key changes - for full details see web page sb455.htm:
- Automatic calculation of beam self weight
- Support for cantilevers to the left of R1
(denoted by negative load positions)
- Facility to add additional load on bearings
- Timber beam bearing design added
- Glulam beam checking added
- Two way bending on timber posts and studs
- New quick beam load facility
|