|
|
|
|
|
Starting with version 11.1, concentrated loads no longer appeared in the load diagram. In drawing the other loads, they were adjusted to accommodate the greater magnitude of the concentrated load, however.
This has been corrected.
For beams loaded at an oblique angle of 90 degrees, in the Analysis Diagram, for Critical Results, the shear diagram was blank and did not show a shear graph. The 90-degree graphs appear for other load combinations, the critical results appear for all other angles. The critical results now appear for 90 degrees.
The first bottom lateral support symbol was not being drawn for interior spans of multi-span members. This symbol now appears.
In the Beam view drawing, when there is no lateral support other than at end supports, the program did not show the lateral support symbols at supports, even though lateral support was shown at the support when there was also intermediate support. This has been corrected.
For joists and wall studs, the magnitudes of area loads shown in the Load Envelope drawing of the Analysis diagrams were incorrectly multiplied by a factor equal to the joist spacing in the unit system chosen, e.g. 400 for metric or 16 for imperial. This has been corrected.
The following improvements were made in Analysis diagrams.
Decimal points were lined up where multiple design values were shown.
Spaces were introduced before reactions +Rmax and -Rmax to match the formatting of other labels
Load combination numbers are now shown for critical reactions.
In the drawing of negatively side-loaded columns, the unit label (kN/m or plf) for applied load was overwritten over the left end of the scale line near 0. Sizer now clearly prints it to the right of the negative scale line.
For beams longer than 30 feet, lateral support symbols were drawn past the end of the beam. This has been corrected.