This page was last updated on: July 02, 2008
Current Production Version 2.2.0.0
| Revision No. | Description | Date Logged | Status |
| 389 | Upgrade to Intel Visual FORTRAN 10.1.013 Compiler Using Microsoft Visual Studio 2005 | 06/06/2008 | open |
| 388 | Update PENNDOT Bureau Name in User Manual | 06/05/2008 | open |
| 387 | Remove [prod] and [test] sections from RUN.INI | 06/05/2008 | open |
| 386 | Increase Maximum Ranges Allowed on SST Command | 04/17/2008 | v2.2.0.0 |
| 385 | Slab Reinforcement Issues | 04/11/2008 | v2.2.0.0 |
| 384 | PSLRFD Changes for BRADD | 04/11/2008 | v2.2.0.0 |
| 383 | Longitudinal Slab Reinforcement Bottom Bar Size | 04/05/2008 | v2.2.0.0 |
| 382 | Debug Warning | 02/21/2008 | v2.2.0.0 |
| 381 | Skew Override | 12/06/2007 | v2.2.0.0 |
| 380 | Crash with Multiple CLD Locations | 11/02/2007 | open |
| 379 | SI Beam Designation (12200840) Error | 06/13/2007 | v2.2.0.0 |
| 378 | Increase Kg DF Applicability Range Upper Limit | 06/04/2007 | v2.2.0.0 |
| 377 | Add Trans. Top Slab Bar Dia. to d(c) to Calculate Allow. Tensile Stress in Long. Neg. Moment Deck Slab Reinf. | 06/04/2007 | v2.2.0.0 |
| 376 | Revise Non-Composite Dead Load Reaction Table | 05/14/2007 | v2.2.0.0 |
| 375 | Positive Moment Connection Flexural Resistance Issue | 05/01/2007 | open |
| 374 | Using new AASHTO DF Equations Rather than Lever Rule for Exterior Girders | 05/01/2007 | v2.2.0.0 |
| 373 | Unconservative Dead Load Moments Used to Compute Creep Restraint Moments | 05/01/2007 | open |
| 372 | Fascia Girder Distribution Factor Discrepencies w/ & w/o a Sidewalk | 05/01//2007 | open |
| 371 | Use Updated License File | 04/30/2007 | v2.2.0.0 |
| 370 | P-82 Shear Rating Issue during Analysis | 04/12/2007 | open |
| 369 | Treatment of MC2 loading | 03/23/2007 | open |
| 368 | Program provides good shear ratings even when stirrups are not specified for a span | 01/10/2007 | open |
| 367 | Symmetry of Stirrup Information not symmetrical with respect to beam | 01/10/2007 | open |
| 366 | Invalid Beam Designation for Adjacent Box Beams | 01/05/2007 | open |
| 365 | GNDLL Debug Routine Revisions | 12/22/2006 | open |
| 364 | Run.ini Test Path Change | 12/05/2006 | open |
| 363 | Parameter 6 on the CTL command missing in UM | 12/05/2006 | v2.2.0.0 |
| 362 | Specification Check Failures at non-printed 20th points | 10/22/2006 | open |
| 361 | Proper Modeling of Haunch for Design-Mode vs. Analysis-Mode Runs (e-Notification 004) | 09/252006 | open |
| 360 | Consideration of Beam Notch for Draped Strand Designs (e-Notification 003) | 09/25/2006 | open |
| 359 | Continue Input Range Checking for Remainder of Input Line After Error | 09/01/2006 | open |
| 358 | Shear Correction Applicability Limit | 09/05/2006 | v2.1.0.0 |
| 357 | Interior Support Reaction Distribution Factors Not Using Average of Adjacent Span Lengths | 08/23/2006 | v2.2.0.0 |
| 356 | Ultimate Moment Failure Reported in Spec Check Summary | 08/16/2006 | open |
| 355 | Provide input for a Counterweight force and provide spec check | 08/14/2006 | open |
| 354 | A 3-span design run results in stress failures and a rating of 0.53 | 08/14/2006 | v2.1.0.0 |
| 353 | Min factored reactions do not include DC2 reactions | 08/07/2006 | v2.1.0.0 |
| 352 | Update for CBA v3.6.0.0 | 07/28/2006 | v2.1.0.0 |
| 351 | Provide check to make sure debonding does not remove all strands | 06/21/2006 | v2.2.0.0 |
| 350 | Shear Strength Rating Crash | 06/09/2006 | v2.2.0.0 |
| 349 | Input Check For SCA Command | 04/21/2006 | open |
| 348 | Pedestrian Dead Load Application | 04/18/2006 | v2.2.0.0 |
| 347 | Change GNDLL projects from DIGITAL and PADIGITIAL to INTEL and PAINTEL | 03/30/2006 | v2.1.0.0 |
| 346 | Update for new CBA v3.5.0.22 | 03/17/2006 | v2.1.0.0 |
| 345 | Revised Control of Cracking By Distribution of Reinforcement (Interim 2005) | 03/02/2006 | v2.2.0.0 |
| 344 | Confusion With SLL Record Set in Engineering Assistant | 02/03/2006 | v2.1.0.0 |
| 343 | Fortran Source Code Cleanup | 01/06/2006 | open |
| 342 | Shear Rating Factor at Symmetry Points with Applied Concentrated Loads | 01/06/2006 | open |
| 341 | Limit MPF Adjustment Factor input to 1.0 | 12/19/2005 | v2.1.0.0 |
| 340 | Revisions to Clarify Debonded Strand Warning Messages | 11/29/2005 | open |
| 339 | Shear Near Concentrated Load In Error | 11/29/2005 | v2.1.0.0 |
| 338 | Minimum Distance Between Drape Points | 11/23/2005 | v2.2.0.0 |
| 337 | Maximum Diameter for Strands in Plank Beams | 11/23/2005 | v2.2.0.0 |
| 336 | User Changing Strand Row Spacing Could Affect Allowable Strands Per Row | 11/23/2005 | v2.1.0.0 |
| 335 | End Zone Stirrup Design Allowable Stress in Steel Reinforcement | 11/23/2005 | open |
| 334 | Increase the number of Axials for Special Vehicle to 80 | 11/21/2005 | v2.2.0.0 |
| 333 | Crash in CBA for 20 span example | 11/18/2005 | v2.1.0.0 |
| 332 | Add change of stirrup spacing locations the shear analysis table | 11/04/2005 | open |
| 331 | Intel Visual Fortran program conversion | 09/13/2005 | v2.1.0.0 |
| 330 | Generate P/S Curves for New Bulb-Tees and Existing Beams | 08/31/2005 | v2.1.0.0 |
| 329 | Increase Maximum Number of Debonding Cutoffs from 4 to 5 | 08/03/2005 | v2.1.0.0 |
| 328 | Increase Maximum P/S Force to 4000 Kips | 07/27/2005 | v2.1.0.0 |
| 327 | Negative Ratings caused by Final concrete tension stress near Exterior Supports | 07/27/2005 | v2.1.0.0 |
| 326 | Questioning 25% Stress Reduction at Beam End for Drapped Boxes | 07/27/2005 | v2.1.0.0 |
| 325 | BSP 1.5.0.1 | 07/26/2005 | v2.1.0.0 |
| 324 | TK527 and ML80 Axle Loads and Gross Vehicle Weights | 05/16/2005 | v2.1.0.0 |
| 323 | Non-Symmetrical Trapezodial Load For Symmetrical Run | 05/16/2005 | v2.1.0.0 |
| 322 | Uplift Counterweight | 05/04/2005 | v2.1.0.0 |
| 321 | Plank Beam Principal Stresses | 04/29/2005 | open |
| 320 | Load Code Output Issues | 04/29/2005 | open |
| 319 | Exterior Diaphragm Loads Near Supports | 04/13/2005 | v2.1.0.0 |
| 318 | Update for CBA v3.5.0.1 | 03/24/2005 | v2.1.0.0 |
| 317 | DBS Crack Control Debonding not printed correctly | 03/08/2005 | v2.1.0.0 |
| 316 | CLD not properly analyzed for simple span check | 03/01/2005 | v2.1.0.0 |
| 315 | LL Deflection Limits Should Report Local Span Distances | 02/16/2005 | v2.1.0.0 |
| 314 | LL Deflection Spec Check Error | 02/16/2005 | v2.1.0.0 |
| 313 | Review/Revise Example Problems to reduce warnings | 02/16/2005 | v2.1.0.0 |
| 312 | Add v2.0a list of revisions to User Manual | 02/16/2005 | v2.1.0.0 |
| 311 | Make PSLRFD consistent with STREV225 changes to STLRFD | 01/13/2005 | v2.1.0.0 |
| 310 | Deck Overhang Issue | 01/13/2005 | open |
| 309 | Design Run NOT Ignoring Haunch When Computing Mn and Mr | 01/13/2005 | v2.2.0.0 |
| 308 | Start Table Of Contents on add page number | 01/13/2005 | v2.1.0.0 |
| 307 | Add [prod] and [test] sections to RUN.INI file used by ENGASST | 01/13/2005 | v2.1.0.0 |
| 306 | Principal Stresses Note to User's Manual | 01/03/2005 | v2.1.0.0 |
| 305 | Repeatable SAL command | 11/23/2004 | v2.2.0.0 |
| 304 | Mcr Check for Debonded cutoff locations | 00/23/2004 | v2.2.0.0 |
| 303 | Pedestrain D.F. for Positive Moment Near Interior Supports | 11/17/2004 | open |
| 302 | New Shear Key Locations for Box Beams | 09/03/2004 | v2.1.0.0 |
| 301 | Continuous Plank Beams | 08/30/2004 | open |
| 300 | Automatic Update for PD file time and date changes with XP | 07/15/2004 | v2.1.0.0 |
| 299 | Update EngAsst Image files to include captions | 07/15/2004 | v2.1.0.0 |
| 298 | Update PS Post routine for changes made by BRADD | 07/15/2004 | v2.1.0.0 |
| 297 | Revised DBX output report ID's | 06/21/2004 | v2.1.0.0 |
| 296 | Summary Output Report | 05/22/2004 | open |
| 295 | Verify any temp files are created in TEMP directory | 05/18/2004 | v2.1.0.0 |
| 294 | DC2 loads in examples | 05/18/2004 | open |
| 293 | Tensile Stresses in Deck Slab | 04/21/2004 | open |
| 292 | Negative Moment Minimum Steel Note | 04/20/2004 | v2.2.0.0 |
| 291 | End CGS Input Check | 04/20/2004 | v2.2.0.0 |
| 290 | Increase Maximum Span Length | 04/20/2004 | v2.1.0.0 |
| 289 | DF Appl Range Changes DM-4 and AASHTO 2002 | 04/20/2004 | v2.1.0.0 |
| 288 | Add Description for Draped Strand Row Location @ CL Brg | 04/20/2004 | v2.2.0.0 |
| 287 | Strand row location output rounded to nearest inch | 04/14/2004 | v2.1.0.0 |
| 286 | Longitudinal Tensile Resistance Zero | 03/09/2004 | open |
| 285 | Revise User Manual to Clarify GEO Command Params 5&7 | 02/19/2004 | v2.1.0.0 |
| 284 | Add Bulb Tee Beams | 01/29/2004 | v2.1.0.0 |
| 283 | Stirrup Error Message Misleading | /01/082004 | v2.2.0.0 |
| 282 | Diaphragm load not placed at end of last span | 11/18/2003 | v2.1.0.0 |
| 281 | EngAsst - Update minimum span value for MCA card in file fields.ini | 11/17/2003 | v2.1.0.0 |
| 280 | Incorrect Shear DFs for simple span check | 11/10/2003 | v2.1.0.0 |
| 279 | Add extra input checks to verify data entered for all spans | 11/10/2003 | open |
| 278 | Unsymmetrical Results for 3 Span Symmetrical Bridge | 10/24/2003 | v2.1.0.0 |
| 277 | Positive Moment Connection Using Wrong d(s) Value | 10/24/2003 | v2.1.0.0 |
| 276 | Paving Notch Depth for Adjacent Beams | 10/21/2003 | v2.1.0.0 |
| 275 | Provide Spec Check Warning Table similar to STLRFD | 09/08/2003 | v2.1.0.0 |
| 274 | Debonded Design Failed for Expected Beam (Mcr check) | 07/31/2003 | v2.0a |
| 273 | Support Number 1 has same effect as Support Number Zero on SST command | 07/29/2003 | v2.1.0.0 |
| 272 | Different critical shear locations for design versus analysis | 06/24/2003 | v2.1.0.0 |
| 271 | Shear rating of 0.81 for STR-IP in design run | 06/09/2003 | v2.1.0.0 |
| 270 | Pedestrian LL w/o UDF PED Crashes Program | 05/08/2003 | v2.0a |
| 269 | Verify configuration files for Engineering Assistant | 03/24/2003 | open |
| 268 | Load factors for SLL | 03/24/2003 | v2.0a |
| 267 | Symmetrical 2-span has unsymmetrical results | 03/24/2003 | v2.1.0.0 |
| 266 | Max overhang check for Spread Box Beams | 03/24/2003 | v2.1.0.0 |
| 265 | End Zone Bursting Stirrups | 03/24/2003 | v2.1.0.0 |
| 264 | Confusion on Deck Overhang input for Adjacent Boxes | 03/20/2003 | v2.1.0.0 |
| 263 | PS Curves Over Designed (PST-026) | 02/14/2003 | open |
| 262 | PS Curves Adjacent Gaps (PST-025) | 02/14/2003 | open |
| 261 | PS Curves Adjacent DP Plateau (PST-024) | 02/14/2003 | open |
| 260 | PS Curves Failed Adjacent Designs for short spans (PST-022) | 02/14/2003 | open |
| 259 | PS Curves Adjacent overlap for short spans (PST-021) | 02/14/2003 | open |
| 258 | PS Curves Gap in DP Curves (PST-020) | 02/14/2003 | open |
| 257 | PS Curves Over designed points (PST-019) | 02/14/2003 | open |
| 256 | PS Curves Problems with short span designs (PST-018) | 02/14/2003 | open |
| 255 | PS Curves Gap in DB Curves (PST-017) | 02/14/2003 | open |
| 254 | PS Curves 20ft span Debonded (PST-016) | 02/14/2003 | closed |
| 253 | PS Curves Number of Strands (PST-015) | 02/14/2003 | closed |
| 252 | PS Curves Coincident Points (PST-014) | 02/14/2003 | open |
| 251 | PS Curves Cross AA-Beams (PST-011) | 02/14/2003 | open |
| 250 | PS Curves Over Degined (PST-010) | 02/14/2003 | open |
| 249 | PS Curves DP Curves Cross (PST-009) | 02/14/2003 | open |
| 248 | PS Curves DB Plateau (PST-008) | 02/14/2003 | open |
| 247 | PS Curves Gap in DB Curves (PST-007) | 02/14/2003 | open |
| 246 | PS Curves Debonded Spikes (PST-006) | 02/14/2003 | open |
| 245 | PS Curves Missing Points (PST-005) | 02/14/2003 | open |
| 244 | PS Curves Number of Strands (PST-004) | 02/14/2003 | open |
| 243 | PS Curves Coincident Points (PST-002) | 02/14/2003 | open |
| 242 | Distribution of Pedestrian Loads and Sidewalk Loads | 02/13/2003 | open |
| 241 | Rename "Shrinkage Only Analysis" to "Redecking Option" | 02/13/2003 | open |
| 240 | Creep and Shrinkage Investigation | 02/13/2003 | open |
| 239 | Range of Applicability difference for box beam depth | 02/13/2003 | closed |
| 238 | Non-composite I-Beam crash | 02/13/2003 | v2.1.0.0 |
| 237 | SLL Serv3 load factor | 02/04/2003 | v2.0a |
| 236 | Pedestrain Live Load Deflection | 02/04/2003 | v2.1.0.0 |
| 235 | Update to use CBA v3.5 | 01/07/2003 | v2.1.0.0 |
| 234 | Non-composite exterior adjacent box "floating underflow" error | 01/07/2003 | v2.1.0.0 |
| 233 | Modify BDM command for dapping | 12/13/2002 | v2.1.0.0 |
| 232 | Stack dump for 5-span debonded design run | 11/26/2002 | v2.1.0.0 |
| 231 | D(e) range violation when Lever Rule Controls | 11/26/2002 | v2.1.0.0 |
| 230 | Final Tensile Stress Failures Not reported in Specification Check Failures table | 11/26/2002 | v2.1.0.0 |
| 229 | Formwork load explanation (PS3 - UDLF) | 10/04/2002 | open |
| 228 | Computed diaphragm weights for exterior beams | 10/04/2002 | v2.1.0.0 |
| 227 | Strand design infinite loop (PST003, PST-012, PST-023) | 08/23/2002 | v2.0 |
| 226 | Composite N.A. in slab causes crash (PST-013) | 08/23/2002 | v2.0 |
| 225 | Designate Prestress Beam 2654 as PENNDOT I-Beam (PST-001) | 07/10/2002 | v2.0 |
| 224 | Users Manual revision to remove non-composite overhangs | 08/13/2002 | v2.0 |
| 223 | Maximum overhang for composite adjacent boxes | 08/13/2002 | v2.0 |
| 222 | Limit over-reinforced warning messages | 08/13/2002 | v2.0 |
| 221 | Consider Creep and Shrinkage for negative moment steel design | 08/13/2002 | v2.0 |
| 220 | Verify diaphragm weight calculations with current BD standard | 08/13/2002 | v2.0 |
| 219 | Integer arguments passed to non-integer routine agruments | 07/15/2002 | v2.0 |
| 218 | Revise Prestress Loss Values to show individual components | 06/12/2002 | open |
| 217 | Revise headings of Prestress Values output table | 06/12/2002 | v2.0 |
| 216 | Analysis check of debonded strands that exceeds 25% | 11/16/2001 | v2.1.0.0 |
| 215 | Print all allowable stresses in output table | 10/30/2001 | v2.0 |
| 214 | Prestress Curves program output | 06/11/2002 | v2.0 |
| 213 | Shear rating factor routine reports convergence warning | 04/19/2002 | v2.0 |
| 212 | Separate strand development for shear and moment. | 04/02/2002 | v2.0 |
| 211 | Detail distribution factor input and output for use by training / verification | 03/29/2002 | v2.0 |
| 210 | Investigate how P-82 Loading is applied in PSLRFD | 03/29/2002 | v2.1.0.0 |
| 209 | Move the "Prestressing Data" output near the beginning of the output. | 03/05/2002 | v2.0 |
| 208 | Print the average stress in the p/s strands (see AASHTO 5.7.3.1.1), fps | 02/20/2002 | open |
| 207 | Direct all debugging output to a separate file | 03/05/2002 | v2.1.0.0 |
| 206 | Make SID command parameters consistent with APRAS | 02/06/2002 | v2.0 |
| 205 | Correct the application of non-composite loads that are applied between the simple bearing and the continuous bearing | 12/17/2001 | v2.2.0.0 |
| 204 | Revise User Manual Chapter 7 sections concerning Live Load Rotations changes per revision number 147 | 12/13/2001 | v2.0 |
| 203 | Revise program to work when there are no points of contraflexure in a span and obtain the correct negative moments. | 11/13/2001 | v2.2.0.0 |
| 202 | Add TK527 Truck Load and use when ML-80 is used. | 11/02/2001 | v2.1.0.0 |
| 201 | Revise program to use proper Shear Limit State for Special Live Load | 10/18/2001 | v2.0a |
| 200 | Provide input check for beam spacing parameter that limits it to the beam width plus 1/2 inch for plank beams. | 10/12/2001 | v1.4 |
| 199 | Add SERV-I Limit State to the "Factored Analysis Results - Reaction" output table. Only check uplift for SERV-I Limit State. | 10/12/2001 | v2.1.0.0 |
| 198 | Revise camber calculation to not include the deflection due to future wearing surface (FWS) | 10/12/2001 | v2.0 |
| 197 | Enhance program to allow user to enter maximum dynamic load allowance (IM) for P-82 permit vehicle as specified in SOL 431-01-07 | 10/12/2001 | v2.0 |
| 196 | Revise program to use DM-4 Equation 5.8.3.5-1 to prevent program from tightening the stirrup spacing near midspan | 09/25/2001 | v2.0 |
| 195 | Revise camber calculation to use 90% of jacking force to compute estimated camber | 09/24/2001 | v2.0 |
| 194 | Add code to the "Effective Slab DImensions" output table to indicate controlling criteria for effective slab width | 09/21/2001 | open |
| 193 | Print note for "Points of Contraflexure" output when actual and user entered points of contraflexure exceed 5% | 09/21/2001 | open |
| 192 | Points of Contraflexure output table not printed when specified for OAN command with an S entered for the CTL multi-span analysis option parameter | 09/21/2001 | v2.2.0.0 |
| 191 | Add a new parameter for the diaphragm concrete strength for use in designing the negative moment steel at the centerline of pier location | 08/29/2001 | open |
| 190 | Provide clarification for several parameters of the CDF command | 08/24/2001 | v2.0 |
| 189 | Investigation of warning message concerning input number of design lanes compared to a computed number of design lanes reveals program should use 17.25" for parapet width in the calculation. | 07/31/2001 | v2.1.0.0 |
| 188 | Revise program to print reactions in a format that can be used directly input to the ABLRFD program (load per length units without impact and DF). | 07/12/2001 | v2.1.0.0 |
| 187 | Provide analysis/spec checking for horizontal shear reinforcement input | 06/19/2001 | v2.1.0.0 |
| 186 | Convert User's Manual to Microsoft Word | 05/03/2001 | v2.0 |
| 185 | Add Live Load Rotation section to User Manual Chapter 3 | 05/03/2001 | v2.0 |
| 184 | Change the importance, ductility, and redundancy factors to use a default of 1.0 | 04/12/2001 | v2.0 |
| 183 | Convert PSLRFD to work with APRAS/ABAS | 02/05/2001 | v2.1.0.0 |
| 182 | DM-4 2000 Section D5.10.10.2 - Revise maximum spacing on confinement reinforcement | 12/15/2000 | v2.0 |
| 181 | DM-4 2000 Section D5.10.3.3.1 - Allow oversized 13.2 mm P/S strands | 12/15/2000 | v2.0 |
| 180 | DM-4 2000 Section D5.4.3.5P - Revise minimum stirrup spacing | 12/15/2000 | v2.0 |
| 179 | Change default metric rebar grade from Grade 400 to 420 | 12/15/2000 | v2.0 |
| 178 | DM-4 2000 Section D5.11.4.1 - Check development length equations of P/S steel | 12/15/2000 | v2.0 |
| 177 | DM-4 2000 Section D5.9.3 - Increase upper limit for maximum prestressing force and revise resulting end-moment limit for an as-designed structure as per this section. | 12/15/2000 | v2.0 |
| 176 | Implement CBA Version 3.4 | 04/18/2001 | v2.0 |
| 175 | DM-4 2000 Shear Distribution Factor Revisions | 04/17/2001 | v2.0 |
| 174 | Revise version string to allow room for (TEST) for Beta Test Versions of the program | 04/16/2001 | v2.0 |
| 173 | Fix Shear Reinforcement and Resistance output table for one case where asterisks are printed for reinforcement spacing. | 02/21/2001 | v2.0 |
| 172 | Skew correction factor should be applied, when applicable, to the distribution factor considering diaphragms for I-Beams. | 03/23/2001 | v2.0 |
| 171 | Fix infinite loop for 2-span debonded analysis using symmetry option | 03/22/2001 | v2.0 |
| 170 | Add ML-80 to the design load options. | 01/12/2001 | v2.1.0.0 |
| 169 | Add input checks for DBS command | 02/22/2001 | v2.0 |
| 168 | Add a special copyright notice for beta test versions of the program. | 02/21/2001 | v2.0 |
| 167 | Pause the program when the run is complete to prevent the DOS window from closing automatically. | 02/21/2001 | v2.0 |
| 166 | Revise defaults for DLD command so 0 span applies load to entire structure, and when end-span number is blank the Start Magnitude is used for the entire span. | 02/20/2001 | open |
| 165 | Revise program when non-composite deck is input, the analysis result output headings for DC2 and FWS should not refer to composite sections. | 02/20/2001 | v2.1.0.0 |
| 164 | AASHTO Table A4.6.2.2.b-1 - Revise program to use upper limit for shear distribution factor applicability for d(e) as 610 mm for an exterior beam. | 02/20/2001 | v2.0 |
| 163 | DM-4 2000 Section D5.8.3.2 - Critical section for shear shall be taken as larger of 0.5 x dv x cot(theta) or dv | 12/14/2000 | v2.0 |
| 162 | DM-4 2000 Section D5.7.3.6.4fp - Check final net camber (sag) is not greater than L/2000 | 02/20/2001 | v2.0 |
| 161 | Implment additional compiler settings to prevent the program from performing invalid operations, such as divide by zero. | 01/01/2001 | v2.0 |
| 160 | Revise User's Manual Chapter 9 to incorporate new PENNDOT address | 01/11/2001 | v2.0 |
| 159 | Use a different extension (other than .PDF) for parameter definition file | 01/11/2001 | v2.0 |
| 158 | Correct Special Axle Load output problem displays 9 axles when only 8 were entered | 12/20/2000 | v2.0 |
| 157 | Incorporate changes necessary for BRADD | 12/15/2000 | v2.0 |
| 156 | Revised program to activate the last parameter on the SLL command | 12/14/2000 | v2.0 |
| 155 | Revise program to obtain a successful design for a specific 5-span debonded design using 715/2285 I-beams. The same beams produce a successful analysis. | 10/23/2000 | v2.0 |
| 154 | Revise program to prevent unsymmetric results for the positive moment connection steel for a specific 3-span symmetric bridge. | 10/13/2000 | open |
| 153 | Revise program for an exterior beam without sidewalk case only, when d(e) limit is not within the range of applicability limits, use d(e) computed from the user input and compute the Distribution Factor. Then compute the Distribution Factor using d(e) using the range that was violated and use the larger of the Distribution Factors. | 08/22/2000 | v2.0 |
| 152 | Revise program to measure d(e) to the centerline of the exterior wall for box beams and to the centerline of web for I-Beams and to the centerline of plank beams. | 08/22/2000 | v2.0 |
| 151 | Enhance program by printing input summary for DBS commands | 08/22/2000 | v2.0 |
| 150 | Investigate why "Live Load Effects" table occasionally has the PHL93 live load codes blank. | 08/22/2000 | v2.0 |
| 149 | Enhance program output by printing Torsional Constant (J) composite adjacent box beams only. | 08/22/2000 | v2.0 |
| 148 | Incorporate some revisions for BRADD | 08/22/2000 | v2.0 |
| 147 | Enhance program to provide a new design option to analyze as both a simple and continuous spans. | 08/15/2000 | v2.0 |
| 146 | Revise program to prevent a specific design run (2-span adjacent box beam with debonded strands) from being successful, yet reporting a code failure for negative moment exceeding the negative moment capacity. | 08/04/2000 | v2.0 |
| 145 | Revise program to prevent the "Analysis Points" table from having an incorrect span number printed for the last distance in the span. Only occurs for certain input files. | 05/22/2000 | v2.0 |
| 144 | Revise program to eliminate the warning message "SHEAR RATING - Actual longitudinal tension is less than that required" for a specific input file. | 05/24/2000 | v2.0 |
| 143 | Enhanced program to allow multiple special live load vehicles in a single run | 05/15/2000 | open |
| 142 | Revise program to run without crashing for a specific input file that has the SLL and SAL commands defined. | 05/15/2000 | v2.0 |
| 141 | Revise program to make sure the SLL command is processed before the SAL command | 05/12/2000 | v2.1.0.0 |
| 140 | Enhance program by adding units to the distribution factor warning messages | 05/04/2000 | v2.0 |
| 139 | Revised program to prevent a crash in routine GMPRE3 - line 78 | 04/25/2000 | v2.0 |
| 138 | Incorporated some revisions required by BRADD | 04/20/2000 | v2.0 |
| 137 | Revised program to properly compute the applied creep loads for a 3 span structure. | 04/13/2000 | v2.0 |
| 136 | Enhanced program to increase adjacent box beam shear distribution factor range of applicability for I and J to include standard plank beams. | 03/20/2000 | v2.0 |
| 135 | Incorporate CBA version 3.3 | 03/20/2000 | v2.0 |
| 134 | Revised program to produce symmetrical V(c) output for a symmetrical 3 span I-Beam run where the I-Beam in Span 2 is different from Spans 1 and 3. | 03/15/2000 | v2.0 |
| 133 | Revised program to stop an end-less loop when three DBS command lines were entered for same debonded length. | 03/15/2000 | v2.0 |
| 132 | Revised program to produce symmetrical cambers for a 5 span symmetrical run | 03/15/2000 | v2.0 |
| 131 | Enhance program to compute the positive moment connection steel without future wearing surface. | 01/28/2000 | v2.0 |
| 130 | Revised program to produce symmetrical two span design | 01/25/2000 | v2.0 |
| 129 | Revise program to print warning and continue if an I-Beam design run had an interior diaphram | 01/07/2000 | v2.0 |
| 128 | Incorporated revisions needed for NCHRP 12-50 research project | 01/26/2000 | v2.0 |
| 127 | The version 1.4 revision for d(e) results in applicability range violations for almost any exterior adjacent box distribution factor computed. | 01/05/2000 | v2.0 |
| 126 | Enhance program by providing output of governing case for distribution factor calculations. | 01/08/2000 | v2.0 |
| 124 | Final allowable tension with Creep & Shrinkage less than allowable without C&S | 05/23/2002 | v2.1.0.0 |
| 121 | Enhance program to consider crack control debonding for draped strand runs. | 09/30/1999 | v2.2.0.0 |
| 119 | Revise program to flag over-reinforced sections for c/de ratio values up to 0.47 | 09/30/1999 | v2.0 |
| 105 | Enhance program to include the weight of the beam beyond the centerline of bearing in the dead load reaction value. Enhance the program to print live load reactions without the Dynamic Load Allowance (IM) that can be directly used for bearing pad design. | 05/10/1999 | v2.1.0.0 |
| 104 | Enhance program to print all analysis point locations as local distances within the span. | 04/13/1999 | v2.0 |
| 102 | Revised program to obtain symmetrical design results for a symmetrical 3 span bridge. Problem was caused by incorrect non-composite dead loads and was corrected by revision 137. | 04/26/1999 | v2.0 |
| 101 | Enhance program to allow zero to be entered for the "Span Number" for any command to denote the input applies to all spans. | 04/29/1999 | v2.0 |
| 100 | Enhance program by providing an abbreviated output option. | 04/23/1999 | v2.0 |
| 098 | Investigate end block stresses for run with mixed debonded and straight strands. Nomally, end block stresses are not checked when all spans are debonded. | 04/07/1998 | v2.0 |
| 088 | Revised program to handle case where pedestrian load limit state controls | 08/08/1999 | v2.0 |
| 082 | Revised program to report if more than 25% of the total strands are debonded | 02/08/1999 | v2.0 |
| 064 | During a design run of PSLRFD, an otherwise sufficient beam has a minimum prestressing steel failure | 05/23/2002 | open |
| 042 | Added History file option to see design iteration details for debugging purposes. | 06/15/1998 | v2.0 |
| 041 | Negative flexure steel not computed at all points between the points of contraflexure. Serviceability checks for the bar | 05/23/2002 | v2.1.0.0 |
| 033 | Creep and shrinkage stresses are not being checked with the tolerance specified in DM-4 | 09/25/1998 | v2.0 |
| 024 | Investigate program reporting insufficient Strength I negative flexure rating factors at several analysis points near the points of contraflexure in the end span of a 3-span bridge. | 07/30/1998 | v2.0 |
| 012 | Enhanced program to perform a design for a specific beam. (Completed as part of revision 005). | 02/09/1998 | v2.0 |
| 007c | Enhanced program to allow user to override default maximum strands per row and number of strands per row for design runs. (Completed as part of revision 005). | 01/30/1998 | v2.0 |
| 007b | Enhanced program to allow increased thickness for bottom wall of box beams for design of draped strands. (Completed as part of revision 005). | 01/30/1998 | v2.0 |
| 005 | Enhanced program to allow user to change beam dimensions | 01/05/1998 | v2.0 |
| 004 | Enhanced program to restrict use of the two corner strands in first row | 06/30/2000 | v2.0 |