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Software Verification PROGRAM NAME: REVISION NO.: SAFE 0 SAFE Software Verification Log Revision Number 0 1 2 3 4 Date Description December 02, Initial release for SAFE v 12.0.0 2008 February 19, Initial release for SAFE v12.1.0. Example 15 and Example 16 2009 were added. Revised to reflect results obtained from Version 12.2.0. All examples, including 1 through 16 and all code-specific examples December 26, (ACI 318-00, AS 3600-01, BS 8110-97, CSA A23.3-04, Eurocode 2009 2-04, Hong Kong CoP-04, IS 456-00, NZS 3101, and Singapore CP 65-99 – PS-SL, RC-BM, RC-PN, RC-SL) Minor changes have been made to the Examples supplied with the software: (1) The documented results for Analysis Examples 1, 4, 5, 7, and 8 have been updated to correct for truncation error in the reported values. The values actually calculated by the software have not changed for these examples. (2) The input data file for Example 16 has been updated to correct the creep and shrinkage parameters used so that they match those of the benchmark July 12, 2010 example, and the documented results updated accordingly. The behavior of the software has not changed for this example. (3) All Slab Design examples have been updated to report the slab design forces rather than the strip forces. The design forces account for twisting moment in slab, so their values are more meaningful for design. The behavior of the software has not changed for these examples. Minor changes have been made to the Examples supplied with the software: (1) The documented results for Analysis Examples 1 to 7 have been updated to include the results from thin-plate and December 8, thick-plate formulation. (2) The input data files for Australian AS 2010 3600-2009 have been added. (3) The Eurocode 2-2004 design verification examples now include the verification for all available National Annexes. SAFE 2014 Software Verification Log Revision Number 0 Date February 2014 Description Initial release for SAFE 2014 v14.0.0. New design examples have been added for the following codes: ACI 318-11, Hong Kong CoP-2013, Italian NTC 2008 and LOG - 1 Software Verification PROGRAM NAME: REVISION NO.: SAFE 0 SAFE Software Verification Log Revision Number Date Description Turkish TS 500-2000 (Incident 63082). Documentation for the punching-shear design examples of the following codes have been corrected for an error in the documented calculation of the punching perimeter: CSA A23.304, IS 456-00, and NZS 3101-06. No calculated results have changed. (Incident 46359) Documentation for the beam and slab design examples of the AS 3600-09 code have been updated to account for a change made to the software under Incident 35218 for version 12.3.2 that updated Equation 8.1.3(2). No calculated results have changed. (Incident 46359) Results for the area of reinforcing steel have changed for Eurocode P/T slab example “Eurocode 2-04 PT-SL-001”. (Incident 62486) Documentation for analysis Example 17 has been corrected for an error in the documented cracked width computed by SAFE. No calculated results have changed. (Incident 63153) Initial release for SAFE 2014 v14.1.0. 1 June 2015 New design examples have been added for the following codes: ACI 318-14 (Incident 79838), and CSA A23.3-14 (Incident 71674). SAFE 2016 Software Verification Log Revision Number 0 Date November 2016 Description For Example 5, stiffening elements were updated in the model. Results have changed slightly. For Examples 8-14, stiffening elements were updated in the column areas, and all beam cross-section properties were updated to reflect values calculated from the actual geometry. For Examples 10-14, the models were changed to reflect the fact that the slab should extend to the outside faces of the columns. LOG - 2 Software Verification PROGRAM NAME: REVISION NO.: SAFE 0 SAFE Software Verification Log Revision Number Date Description The slight increase in slab area has changed reported results. For design examples ACI 318-08 RC-PN-001, ACI 318-11 RCPN-001 and ACI 318-14 RC-PN-001, incorrectly sized and redundant stiff areas were removed from the models. Reported results have changed slightly. For design examples CSA A23.3-04 RC-SL-001 and CSA A23.314 RC-SL-001, mesh size has been changed to 0.25m to be the same as in the rest of the international code examples. Results have changed slightly. For all changed models, reported results that have changed have been updated in the corresponding documentation. Documentation for Example 5 has been updated for incorrect modeling information regarding the column stiff area dimensions. Documentation for Example 14 has been updated for incomplete modeling information in the images. Documentation for Eurocode 2-04 RC-PN-001was updated to reflect changes in how the program is determining K2*Med2 and K3*Med3, which has changed the results. Documentation for all design examples of type RC-SL has had wording updated to reflect the current state of the models. 0 November 2016 Minor typo error for units for modulus of elasticity of concrete (Ec) and modulus of elasticity of steel (Es) and poison ratio value have been updated. LOG - 3
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