Вышел третий сервис пак для Robot 2014:
- Incorrect calculation moment of inertia IY for the SFB special sections has been fixed.
- Incorrect display of load case numbers after opening of damaged *.RTD files has been fixed.
- Incorrect values for gamma angles for bars after opening of damaged *.RTD files has been fixed.
- Error while inserting the library structures in an Italian version of the program has been removed.
- Problem with opening the library structures or *.STR files in RSA 2014 for Win XP has been removed.
- Incorrect torsion properties Wx and Ix of the SAISC section database have been corrected.
- Problem with overlapping timber beams sections has been resolved.
- Verification of isolated nodes before model generation has been restored.
- Wrong value for base shear for the simplified seismic analysis during calculation according to NBCC 2010 has been corrected.
- Display of combinations for the entire structure by treating specific phases as zero values for the elements not available in all phases has been enabled.
- Wrong values for Wpl plastic modulus in the calculation of EC3 have been corrected.
- Incorrect verification of T sections according to AS4100 code has been fixed.
- Problem with the buckling parameters during manual verification has been corrected (observed in AIJ-ASD 05, BSK99, BS 5950:200, GB50017-2003, NS 3472:2001, SNIP II-23-81, STAS 10108/0-78)
- Incorrect slenderness ratio of columns in fire conditions during calculation according to Eurocode 2 has been fixed.
- Incorrect types of reinforcement bars in the BBK04 reinforcement database have been fixed.
- Crash errors or hanging the program during the calculation of beams when 'Display diagrams for all combinations' option was selected has been eliminated.
- Generation of main reinforcement when capacity of assembly reinforcement was included has been corrected.
- Incorrect value for shear force in the middle of a column has been corrected.
- Incorrect steel parameters taken into account during the calculation of columns reinforcement according to SNiP 52-01-2003 code have been fixed.
- Wrong display of results for block foundation after calculations according to BAEL 91 code has been fixed.
- Required reinforcement calculation for slabs using the Wood&Amer method according to PN-B 03264 (2002) code has been fixed.
- Calculation of crack width for slab according to SNiP 52-01-2003 code has been corrected.
- Duration of the calculation of reinforcement for slabs has been reduced.
- Incorrect automatic reinforcement direction taken into account during presentation and design for slab according to SNiP 52-01-2003 code has been corrected.