This has been corrected.Ī) 16 The Advanced Cable analysis has been updated to catch loads that have been specified that are outside the scope of the analysis as outlined in the Technical Reference Manual section 1.18.2.8 Advanced Nonlinear Cable Analysis. Whilst it was being calculated and used correctly, it may not have been reported correctly. #BENTLEY STAAD PRO V8I SS5 ACTIVATION KEY CODE#The results associated with the advanced solver were correctly resolved.Ī) 14 The FEMA Pushover analysis routine has been updated to correct the calculation of the base shear which was in turn affecting the displacement calculations after formation of a hinge.Ī) 15 The Canadian steel design code S16-01 report has been updated to ensure that the section classification for the critical condition is reported. This correction applies to both single and double angles.Ī) 13 The Russian wind routine has been updated to ensure that the dynamic effects are correctly accounted for when the basic analysis engine is used. The effective area calculation was only applying the reduction to a single leg of the angle, but should apply the reduction to both legs of each angle. 'CHECK IF ANALYSIS IS PERFORMED OR NOT.Ī) 11 The analysis results for a response spectrum case with the SIGN and DOMINANT options has been further enhanced to ensure that if the response load case only includes node loads this is still handled in the same way as when member loads are included when establishing the section forces.Ī) 12 The Canadian steel design code S16-01 has been corrected to address the the calculation of the effective area for class 4 (slender) angles under compression. PRINTING STORY STIFFNESS IS A POST-ANALYSIS FEATURE. Now, this will report the following message and continue:- *** WARNING: STORY STIFFNESS IS NOT CALCULATED. If included before the analysis this was causing the program to crash. INCREASE SET NL INPUT.Ī) 10 The command PRINT STOREY STIFFNESS should occur after an analysis command. These were being inverted, ie soil type taken as the SA value and spectral acceleration as the SS value.Ī) 07 The processing of a completely vertical cable with the Advanced Cable analysis has been addressed.Ī) 08 The Advanced Cable Analysis output has been enhanced with details of instabilities and zero stiffness warnings if present.Ī) 09 The Advanced Cable Analysis routine has been updated to catch any instance where the option SET NL has been used to specify a number of load cases less than those needed for the cable analysis and will issue the error message:- ***ERROR: THE MAXIMUM NO. This has now been addressed.Ī) 05 The IS 1893 Spectrum processing routine has been updated to account for conditions where INACTIVE MEMBERS are included which would result in generating a Read/Write failure and cause the analysis to stop.Ī) 06 The IS1893 Part 4 code has been corrected in processing the SS (type of soil) and SA (spectral acceleration) terms. When a rigid diaphragm is included in the model, the program internally generates primary load cases to calculate the Centre of rigidity. The compression slenderness calculation as per clause 6.15 was not being properly recorded.Ī) 03 The processing of a FLOOR DIAPHRAGM has been updated to ensure that if either XRANGE or ZRANGE is used in a command, then this will be used to define a limited area for the diaphragm.Ī) 04 The presence of CHANGE command along with rigid diaphragm is internally corrupting any load data present after the CHANGE command.Members subject to axial tension were being checked as though subject to compression.The governing clause and ratio is now reported in the Post Processing mode, Beam>Unity Check Page, Design results table.The details from the design are now included in a Steel Design sheet of a member query.The pagination has been improved to ensure that all details for a TRACK 2 that exceed a page length are included on a new page and not truncated from a hard copy.The design method used CHECK or SELECT was not being reported correctly in the output file. This resulted in that is would be possible that the second and subsequent members would not be correctly designed. The addition of the SP 16.13330-2011 code introduced a variable that was not correctly initialised for each member that was being designed.The following outlines the details of issues addressed in both codes. This has been addressed and the design result for a member is now available in the member query window by double clicking on a member and the governing design clause reported in the Post Processing Unity Check results table. (A) Issues addressed in the Analysis/Design engine (27)Ī) 01 The inclusion of the new Russian steel design code SP 16.13330.2011 adversely affected the design routines for both Russian steel codes, SNiP 2.23.81-1999 and SP 16.13330-2011.
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