Tekla Structural Designer 2015 The Revolutionary Construction Software 2 From 6

Head Code BS-Slab Design, the process window reported that some slabs had failed to design, but within the review view, the design status view for these slabs indicated that the slabs had all designed successfully.

Also when trying to generate a report for these slabs, no report was able to be generated.

Head Code BS-Steel Brace design, during the design process) the process window reported that some brace members failed to design. This was due to an exception which could occur in the axial check for Rectangular \Square bars under compression.

Head Code ACI\AISC-An issue has been resolved for LRFD 2010.

within the review view, the design status view showed the beam as passing, but the beam had actually failed the combined forces check.

Head Code ACI\AISC – Composite beam design, the application was taking into account the degree of shear connection when determining the critical utilization ratio for display within the review view, design utilization. The degree of shear connection is now ignored.

Head Code ACI\AISC An issue related to the automatic design of steel joists not always been able to find a steel joist section which satisfies the criteria.

Al1 Head Codes An exception which could occur when designing composite beams if second-order analysis had been selected.

All Head Codes An exception which could occur when trying to view result strips when the slab panels have not been well defined i.e.

where there were small gaps/ overlaps between the slabs panels.

All Head Codes Concrete wall design, calculation of the clear height.

When Composite and Pre-cast slabs have been defined, the calculation is now the same as that calculated for Slab on Beams.

All Head Codes-An exception which could occur when designing patches due to inconsistent reinforcement data configurations.