This page was last updated on: December 05, 2011
Current Production Version 2.0.0.3
| Revision No. | Description | Date Logged | Status |
| 491 | Add TK527 to User's Manual Figure 2.5-2 | 06/02/2011 | open |
| 490 | Update to Intel Fortran XE2011 and Visual Studio 2010 | 06/01/2011 | open |
| 489 | Beta Test 1.7.3.0: Revisions to User's Manual | 05/10/2011 | v2.0.0.0 |
| 488 | Do not check minutes when doing PD file check | 04/28/2011 | open |
| 487 | Add input item to generate ratings with and without FWS | 04/21/2011 | open |
| 486 | Add input item to turn off PDF creation | 04/21/2011 | open |
| 485 | Beta Test 1.7.3.0 Request: Reinstate NET SECTION FRACTURE output report | 04/06/2011 | v2.0.0.0 |
| 484 | Beta Test 1.7.3.0 Request: No longitudinal stiffener error when no transverse stiffeners defined | 04/01/2011 | v2.0.0.0 |
| 483 | STLRFD uses full depth for construction stage wind effects | 03/24/2011 | open |
| 482 | STLRFD program crash in SCOTSPL | 02/08/2011 | v2.0.0.0 |
| 481 | Question about fatigue stress range | 02/07/2011 | open |
| 480 | Add warning about finite fatigue life to fatigue output | 01/27/2011 | open |
| 479 | Calculation of distribution factor for exterior beams | 01/20/2011 | open |
| 478 | Beta Test 1.7.2.0 Request - User manual wording | 01/20/2011 | v2.0.0.0 |
| 477 | Beta Test 1.7.2.0 Request - Documentation regarding number of lines of bolts required | 01/20/2011 | v2.0.0.0 |
| 476 | Beta Test 1.7.2.0 Request - Minimum lines of bolts incorrectly interpreted | 01/20/2011 | v2.0.0.0 |
| 475 | Beta Test 1.7.2.0 Request - Incorrect values on compactness check output | 01/20/2011 | v2.0.0.0 |
| 474 | Beta Test 1.7.2.0 Request - Designed beams failing code checks | 02/20/2011 | v2.0.0.0 |
| 473 | Beta Test 1.7.2.0 Request - Properties of a pair of longitudinal stiffeners incorrect | 01/20/2011 | v2.0.0.0 |
| 472 | Beta Test 1.7.2.0 Request - Incorrect sign for Fcrw | 01/20/2011 | v2.0.0.0 |
| 471 | Beta Test 1.7.2.0 Request - Incorrect section properties used for shear connector calculations | 01/20/2011 | v2.0.0.0 |
| 470 | Beta Test 1.7.2.0 Request - Designed shear connector pitch is not symmetrical | 01/20/2011 | v2.0.0.0 |
| 469 | Beta Test 1.7.2.0 Request - Transverse stiffener spacing used for longitudinal stiffener checks | 01/29/2010 | v2.0.0.0 |
| 468 | Maximum DC reaction for BRADD | 11/19/2010 | open |
| 467 | Update rolled shapes to current AISC values | 11/08/2010 | open |
| 466 | Incorrect value for DC1 moment for splice design | 10/29/2010 | open |
| 465 | Chapter 4 changes for Windows 7 | 10/19/2010 | v2.0.0.0 |
| 464 | Beta Test Comments: Net section fracture failure does not appear on specification failure summary | 08/27/2010 | closed |
| 463 | Should Appendix A be implemented in STLRFD | 08/27/2010 | open |
| 462 | Beta Test Comments: Should a section with holes in it be treated as noncompact? | 08/27/2010 | V2.0.0.0 |
| 461 | Beta Test Comments: Users Manual Comments from STREV395, 397, 398 | 08/27/2010 | V2.0.0.0 |
| 460 | Beta Test Comments: Updates to User's Manual regarding section holes | 08/23/2010 | V2.0.0.0 |
| 459 | Beta Test Comments: Report second order stresses and moments | 08/23/2010 | V2.0.0.0 |
| 458 | Beta Test Comments: Report Wind Load Applied to Bottom Flange | 08/23/2010 | V2.0.0.0 |
| 457 | Beta Test Comments: Inconsistent Iyc and Iyt for built up sections | 08/235/2010 | v2.0.0.0 |
| 456 | Beta Test Comments: Incorrect help for WPD command | 08/20/2010 | v2.0.0.0 |
| 455 | Increase number of special live loads allowed to eight | 08/20/2010 | open |
| 454 | Program crash in longitudinal stiffener calculations | 07/20/2010 | v2.0.0.0 |
| 453 | Beta Test Comments: Plate girder design fails ductility check | 06/08/2010 | v2.0.0.0 |
| 452 | Beta Test Comments: Inner edge distance measured from face of web, not centerline | 06/08/2010 | v2.0.0.0 |
| 451 | Beta Test Comments: Field splice location output in inches | 06/08/2010 | v2.0.0.0 |
| 450 | Beta Test Comments: Splice points not being treated as noncompact | 06/08/2010 | v2.0.0.0 |
| 449 | Beta Test Comments: Field splice missing | 06/08/2010 | v2.0.0.0 |
| 448 | Beta Test Comments: Bolt layout changes | 06/08/2010 | v2.0.0.0 |
| 447 | Beta Test Comments: Tensile strength wrong on right side of splice | 06/08/2010 | v2.0.0.0 |
| 446 | Beta Test Comments: Program crash in design | 06/08/2010 | v2.0.0.0 |
| 445 | Beta Test Comments: Incorrect tensile strengths in SPLRFD output table | 06/08/2010 | v2.0.0.0 |
| 444 | Beta Test Comments: Allow splice at midspan | 06/02/2010 | open |
| 443 | Beta Test Comments: Add specification check warnings for web yield strength and varying depth webs | 06/02/2010 | v2.0.0.0 |
| 442 | Beta Test Comments: Have different failure codes for D/tw > 150 and D/tw > 300 | 06/02/2010 | v2.0.0.0 |
| 441 | Beta Test Comments: Add Dc to program output for service limit states | 06/02/2010 | v2.0.0.0 |
| 440 | Beta Test Comments: Check deck penetration and cover based on user input | 06/02/2010 | v2.0.0.0 |
| 439 | Beta Test Comments: Change lower limit of stud diameter | 06/02/2010 | v2.0.0.0 |
| 438 | Beta Test Comments: Add Rh and Rb to program output | 06/02/2010 | v2.0.0.0 |
| 437 | Beta Test Comments: Should warnings print when de is out of bounds | 06/02/2010 | v2.0.0.0 |
| 436 | Beta Test Comments: Specification check failures not shown on DUCTILITY ... output report | 06/02/2010 | v2.0.0.0 |
| 435 | Beta Test Comments: Incorrect calculations for longitudinal stiffener checks | 06/02/2010 | v2.0.0.0 |
| 434 | Beta Test Comments: Check error codes for D / tw check | 06/02/2010 | v2.0.0.0 |
| 433 | Beta Test Comments: Bend Buckling Resistance being calculated incorrectly | 06/02/2010 | v2.0.0.0 |
| 432 | Beta Test Comments: Add table of compactness checks | 06/02/2010 | v2.0.0.0 |
| 431 | Beta Test Comments: Use fatigue live loads to define positive / negative flexure | 06/02/2010 | v2.0.0.0 |
| 430 | Beta Test Comments: Use live load moments to determine shear connector ranges | 06/02/2010 | v2.0.0.0 |
| 429 | Beta Test Comments: Use short term composite neutral axis to calculate Dn | 06/02/2010 | v2.0.0.0 |
| 428 | Beta Test Comments: Identical bad designs found | 06/20/2010 | v2.0.0.0 |
| 427 | Program crash with blank load factor for Strength-I | 05/21/2010 | open |
| 426 | Beta Test Comments: Shear stud dimensions | 05/14/2010 | v2.0.0.0 |
| 425 | Beta Test Comments: Compactness Checks | 05/14/2010 | v2.0.0.0 |
| 424 | Beta Test Comments: Shear connector calculations | 05/14/2010 | v2.0.0.0 |
| 423 | Beta Test Comments: Calculation of Rh | 05/14/2010 | v2.0.0.0 |
| 422 | Incorrect deck reinforcement area reported in "SPLRFD INPUT INFORMATION" output table | 03/26/2010 | v2.0.0.0 |
| 421 | Upgrade to Intel Visual Fortran Version 11.1 and Visual Studio 2008 | 03/02/2010 | closed |
| 420 | Incorrect web slenderness failure | 02/12/2010 | v2.0.0.0 |
| 419 | Need "Hole Spacing" if "Number of Holes" is greater than one | 01/26/2010 | open |
| 418 | Update configuration files to use upper limits, lower limits and defaults | 01/20/2010 | open |
| 417 | Incorrect failure in Economic Feasibility Checks | 12/02/2009 | open |
| 416 | Metric Unit Removal | 11/10/2009 | v2.0.0.0 |
| 415 | Incorrect FORMAT statement in OTNEWPG | 11/03/2009 | open |
| 414 | Lower ratings with higher yield stress | 10/21/2009 | closed |
| 413 | Question about web concentrated load check | 09/11/2009 | closed |
| 412 | 20 Span Girder Causes Crash | 09/04/2009 | open |
| 411 | Remove "smart quote" from table caption | 07/13/2009 | v2.0.0.0 |
| 410 | Do not report applicability violation if cross frame action controls | 06/23/2009 | v2.0.0.0 |
| 409 | Incorrect legend for HL-93 load on OVERALL REACTIONS reports | 05/12/2009 | v2.0.0.0 |
| 408 | PHLRMAX not being set for non-pedestrian cases in STPOST | 05/11/2009 | v2.0.0.0 |
| 407 | Change upper limit of applicability for Kg | 05/11/2009 | v2.0.0.0 |
| 406 | Crash from SCOTDLM due to 0.0 deflection distribution factor | 04/22/2009 | v2.0.0.0 |
| 405 | Error from LIBMMD.DLL when starting STLRFD | 03/05/2009 | closed |
| 404 | Implement simplified effective slab width calculation | 02/13/2009 | v2.0.0.0 |
| 403 | Question about moment of inertia with CBA | 02/11/2009 | closed |
| 402 | Questions about live load with sidewalks | 02/11/2009 | closed |
| 401 | Provide PDF Output File Option | 12/31/2008 | v2.0.0.0 |
| 400 | Design algorithm settles on unacceptable design | 11/14/2008 | v2.0.0.0 |
| 399 | Capacity changes with brace length change | 10/16/2008 | closed |
| 398 | BRADD Splice Modifications: Allow the user to enter the field splice location for design | 10/08/2008 | v2.0.0.0 |
| 397 | BRADD Splice Modifications: Integrate splice design into rolled beam design | 10/08/2008 | v2.0.0.0 |
| 396 | BRADD Splice Modifications: Modify STPOST to return splice design values | 10/08/2008 | v2.0.0.0 |
| 395 | BRADD Splice Modifications: Check design for section holes | 10/08/2008 | v2.0.0.0 |
| 394 | No strength rating factors given when service governs | 09/16/2008 | closed |
| 393 | Incorrect web depth used for equivalent web thickness calculation | 08/12/2008 | v2.0.0.0 |
| 392 | APRAS DLL Entry Routine | 07/17/2008 | open |
| 391 | STLRFD Changes for BRADD | 07/08/2008 | v1.7.0.0 |
| 390 | Update PENNDOT Bureau Name in User Manual | 06/05/2008 | v1.7.0.0 |
| 389 | Remove [prod] and [test] sections from RUN.INI | 06/03/2008 | v1.7.0.0 |
| 388 | Enhance License and Update Utility Programs | 05/30/2008 | v1.7.0.0 |
| 387 | Warn when extra data is entered on CDF command | 05/28/2008 | open |
| 386 | More beta test comments | 05/23/2008 | v1.6.0.0 |
| 385 | Crash with 0" flange thickness | 05/22/2008 | v1.7.0.0 |
| 384 | Update to 2007 DM-4 Specifications | 05/02/2008 | v2.0.0.0 |
| 383 | Infinite fatigue life for designed girders | 04/11/2008 | open |
| 382 | Update program to compiler version 10.1.013 | 03/31/2008 | v1.6.0.0 |
| 381 | Wind moment does not change with additional wind cross section | 03/21/2008 | v1.7.0.0 |
| 380 | Beta Test Comments. | 03/19/2008 | v1.6.0.0 |
| 379 | Crash Computing Dead Load Points of Contraflexure | 03/10/2008 | v1.6.0.0 |
| 378 | Left side of splice not being treated as noncompact | 03/07/2008 | v1.6.0.0 |
| 377 | Add DC1S and DC1C loads for camber purposes | 02/05/2008 | v1.7.0.0 |
| 376 | Stack dump in SCOTDPF | 02/05/2008 | v1.7.0.0 |
| 375 | Typo in error message | 01/18/2008 | v1.7.0.0 |
| 374 | Rolled beam cannot be designed | 01/18/2008 | v1.7.0.0 |
| 373 | Update descriptions for right fascia on CDF command | 12/11/2007 | v1.6.0.0 |
| 372 | Add SPLRFD input information to STLRFD output | 12/06/2007 | v1.7.0.0 |
| 371 | Summary Code Check Failure but no failure in table | 11/27/2007 | v2.0.0.0 |
| 370 | Rating factors not in terms of stress for service limit state | 11/21/2007 | v1.6.0.0 |
| 369 | Question about ratings and capacities with and without deck pours | 11/16/2007 | closed |
| 368 | Another program crash in CDLPOC | 11/13/2007 | v1.7.0.0 |
| 367 | Program crash in CDLPOC | 10/24/2007 | v1.7.0.0 |
| 366 | Multiple presence factor with sidewalks and deflection distribution factor | 10/17/2007 | v1.6.0.0 |
| 365 | Add negative moment serviceability check similar to PSLRFD | 10/03/2007 | v1.6.0.0 |
| 364 | Program cannot design rolled beam | 08/23/2007 | v2.0.0.0 |
| 363 | Question about distribution factors | 08/03/2007 | closed |
| 362 | Questions about haunch depth | 08/03/2007 | closed |
| 361 | Incorporate CBA v3.6.0.0 | 05/31/2007 | v1.7.0.0 |
| 360 | Crash in CDLPOC when using STLRFD v1.5.0.0 | 05/01/2007 | v1.6.0.0 |
| 359 | STLRFD doing span-to-depth checks for continuous spans using simple span values | 05/08/2007 | v1.6.0.0 |
| 358 | Endless loop in calculation of depth of web in compression | 05/02/2007 | v1.6.0.0 |
| 357 | Add NET to title of section property reports | 05/02/2007 | v1.6.0.0 |
| 356 | Extra net section property output at interior support | 05/02/2007 | v1.6.0.0 |
| 355 | Spurious information on gross section properties output report | 05/02/2007 | v1.6.0.0 |
| 354 | Symmetry point is printing twice | 05/02/2007 | v1.6.0.0 |
| 353 | Symmetry point is printing twice | 05/02/2007 | v1.7.0.0 |
| 352 | Economic feasibility output report always prints | 05/02/2007 | v1.6.0.0 |
| 351 | Report shear and flexure resistance in a single location for SPLRFD | 04/19/2007 | v1.7.0.0 |
| 350 | BETA TEST COMMENT: Change references to 2004 DM-4 | 03/14/2007 | v1.5.0.0 |
| 349 | BETA TEST COMMENT: User's Manual and Delivery Updates | 02/27/2007 | v1.5.0.0 |
| 348 | Use Updated License File | 02/01/2007 | v1.5.0.0 |
| 347 | Question about shear flow calculation | 12/27/2006 | v1.6.0.0 |
| 346 | Update RUN.INI and HELP.INI files | 12/08/2006 | v1.5.0.0 |
| 345 | Round input values with too many significant digits | 12/04/2006 | open |
| 344 | Continue input range checking for remainder of input line after error | 09/25/2006 | open |
| 343 | Program crash with negative distributed dead loads | 09/25/2006 | v1.7.0.0 |
| 342 | Program terminates without debug level set | 06/22/2006 | v1.5.0.0 |
| 341 | Inconsistent HL-93 loading codes | 05/31/2006 | v1.5.0.0 |
| 340 | Program crash in ISHOSLS | 05/24/2006 | v1.5.0.0 |
| 339 | Incorporate CBA v3.5.0.25 | 04/19/2006 | v1.5.0.0 |
| 338 | Convert DIGITAL/PADIGITAL to INTEL/PAINTEL | 04/12/2006 | v1.5.0.0 |
| 337 | Incorporate changed OTTITLE* routines | 03/16/2006 | v1.5.0.0 |
| 336 | Live loads considered for reaction summary | 03/02/2006 | v1.6.0.0 |
| 335 | Change first axle of ML-80 vehicle to 13.68 kips | 01/18/2006 | v1.5.0.0 |
| 334 | Show a specification check failure if the overhang exceeds beam depth | 12/09/2005 | v1.5.0.0 |
| 333 | Large negative rating factor near hinge | 12/08/2005 | v1.5.0.0 |
| 332 | Increase number of special vehicle axles to 64 | 11/18/2005 | v1.5.0.0 |
| 331 | Program input file stops after processing input | 12/05/2005 | v1.4.0.0 |
| 330 | Output formatting errors from FGV command | 11/08/2005 | v1.4.0.0 |
| 329 | Intel Visual Fortran program conversion | 09/13/2005 | v1.5.0.0 |
| 328 | Change upper limit on SPL to warning or CBE warning | 08/24/2005 | v1.6.0.0 |
| 327 | Program stops with error from parabolically varying range | 08/22/2005 | v1.7.0.0 |
| 326 | Program crash with transverse stiffener spacing of 0.0 | 08/19/2005 | v1.6.0.0 |
| 325 | Concurrent shear and moment when using design LL codes D and E | 07/19/2005 | on hold |
| 324 | Multiple shear connector regions | 07/19/2005 | open |
| 323 | Warning Messages getting displayed during the program run | 07/08/2005 | open |
| 322 | Incorrect section properties in the output | 06/29/2005 | v1.5.0.0 |
| 321 | Modifications to section property calculations | 06/29/2005 | v1.5.0.0 |
| 320 | User manual revisions | 06/14/2005 | v1.4.0.0 |
| 319 | Trapezoidal loads not mirrored correctly for symmetrical runs | 05/26/2005 | v1.4.0.0 |
| 318 | TK527, ML80 and special live load gross vehicle weights | 05/24/2005 | v1.4.0.0 |
| 317 | Brace points and flexural capacity | 05/02/2005 | v1.3.0.0 |
| 316 | Minimum weld size check should be a warning | 04/26/2005 | v1.4.0.0 |
| 315 | Incorporate BSP v1.5.0.1 | 04/26/2005 | v1.4.0.0 |
| 314 | Crash in INPOST when adding section holes | 04/21/2005 | v1.4.0.0 |
| 313 | Add new bracing options to STLRFD | 03/25/2005 | v1.4.0.0 |
| 312 | Incorporate CBA 3.5.0.1 | 03/24/2005 | v1.4.0.0 |
| 311 | Longitudinal stiffness parameter for negative bending | 03/21/2005 | v1.4.0.0 |
| 310 | Incorrect gross section properties reported in the output at constant-variable web depth transition points | 03/19/2005 | v1.4.0.0 |
| 309 | Remove one upper limit from transverse stiffener outstanding width calculations | 09/28/2005 | v1.4.0.0 |
| 308 | Verify flexure-shear interaction rating factor | 03/18/2005 | v1.6.0.0 |
| 307 | Verify stress capacity | 03/18/2005 | open |
| 306 | Clarification on "Weight/Mass Savings" Input | 03/18/2005 | v1.4.0.0 |
| 305 | Program outputs zero gross section properties at points defined with SLS command for rolled beams | 03/10/2005 | v1.4.0.0 |
| 304 | Eliminate runtime warnings from example input files | 03/08/2005 | v1.4.0.0 |
| 303 | No Kg for noncomposite, negative bending | 03/02/2005 | v1.4.0.0 |
| 302 | Flange flexural capacity for uncured slab case | 03/02/2005 | v1.4.0.0 |
| 301 | Verify if design run is not ignoring Haunch When Computing Mn and Mr | 02/13/2005 | v1.4.0.0 |
| 300 | Minor user's manual revisions | 02/03/2005 | v1.4.0.0 |
| 299 | Program crashes with SLS command in varying depth range | 01/27/2005 | v1.6.0.0 |
| 298 | Incorrect rating tonnage reported for special live load | 01/04/2005 | v1.4.0.0 |
| 297 | 2000 DM-4 Change: Remove 1.0 limit from 6.10.7.3.3b-3 | 12/07/2004 | on hold |
| 296 | 2000 DM-4 Change: Report service limit state moment capacity in terms of stress | 12/07/2004 | v1.5.0.0 |
| 295 | SAL command needs room for 24 axles | 12/06/2004 | v1.4.0.0 |
| 294 | Increase limit on CLD commands in Users Manual and EngAsst | 12/01/2004 | v1.4.0.0 |
| 293 | Program crash due to no points of contraflexure in end spans | 11/03/2004 | v1.6.0.0 |
| 292 | Application of multiple presence adjustment factor to Imbsen equations | 09/28/2004 | v1.4.0.0 |
| 291 | Issues with DEAD LOAD WEB FLEXURAL STRESS LIMITS output report | 09/28/2004 | v1.6.0.0 |
| 290 | Source code changes for 1998 AASHTO/2000 DM-4 | 09/28/2004 | closed |
| 289 | BRADD dimension file does not contain all information | 09/28/2004 | v1.4.0.0 |
| 288 | STLRFD Constructibility (Economic Feasibility) Checks | 09/23/2004 | v1.4.0.0 |
| 287 | Update STPost routine for changes made by BRADD through v3.1.0 | 09/23/2004 | v1.4.0.0 |
| 286 | Flexural capacity of 0.0 MPa for construction limit state | 09/14/2004 | v1.4.0.0 |
| 285 | Change lower limit on dynamic load allowance to 1.0 | 09/01/2004 | v1.4.0.0 |
| 284 | How is fatigue stress range calculated | 09/01/2004 | closed |
| 283 | Fatigue resistance at midspan incorrect | 09/01/2004 | v1.4.0.0 |
| 282 | Question about how to enter ADTT(single lane) | 09/01/2004 | v1.4.0.0 |
| 281 | For design of a new bridge can fatigue resistance only be checked | 09/01/2004 | closed |
| 280 | Why fatigue life not infinite question | 09/01/2004 | v1.4.0.0 |
| 279 | Prime removed from fatigue category with EngMgr | 09/01/2004 | v1.4.0.0 |
| 278 | Cannot enter negative value for SHO command, parameter 6 | 09/01/2004 | v1.4.0.0 |
| 277 | Program abort due to SHO command | 09/01/2004 | v1.4.0.0 |
| 276 | Automatically update date and time for PD file | 08/23/2004 | v1.4.0.0 |
| 275 | Revise SLS command documentation | 08/05/2004 | v1.3.0.0 |
| 274 | Final Beta testing comments | 08/04/2004 | v1.3.0.0 |
| 273 | Question about DL1 moments and format conversion errors | 07/23/2004 | v1.3.0.0 |
| 272 | Section loss on web not taken into account for capacity | 07/21/2004 | v1.4.0.0 |
| 271 | Incorrect area of angle transverse stiffeners | 07/21/2004 | v1.4.0.0 |
| 270 | Incorrect moment of inertia for angle transverse stiffener | 07/21/2004 | v1.4.0.0 |
| 269 | Update sketch on CDF command to include right fascia beams | 07/15/2004 | v1.3.0.0 |
| 268 | Add caption text to EngAsst image files | 07/14/2004 | v1.4.0.0 |
| 267 | Missing flexural capacity output | 06/29/2004 | v1.3.0.0 |
| 266 | Accumulated fatigue cycles different for span 1 and span 2 | 06/21/2004 | v1.3.0.0 |
| 265 | Fatigue life reported as 0 | 06/08/2004 | closed |
| 264 | Program crash | 06/08/2004 | v1.3.0.0 |
| 263 | Program requires input for Strength-IP load factor | 06/08/2004 | v1.3.0.0 |
| 262 | Final set of beta test comments | 06/05/2004 | v1.3.0.0 |
| 261 | Updates to SPECIFICATION CHECK WARNING table | 05/24/2004 | v1.3.0.0 |
| 260 | Updates to weld design calculations | 05/24/2004 | v1.3.0.0 |
| 259 | Check if any temporary files are made, and if so, create them in the TEMP directory instead | 05/24/2004 | v1.3.0.0 |
| 258 | STLRFD v1.2 Checking of D6.10.3.2.4.2P | 04/29/2004 | open |
| 257 | Question about dead load factors for fatigue limit state | 04/15/2004 | closed |
| 256 | Question about fatigue stresses | 04/09/2004 | closed |
| 255 | Verify fatigue stress range and fatigue life | 04/09/2004 | closed |
| 254 | Endless loop when computing plastic capacity | 03/29/2004 | v1.4.0.0 |
| 253 | Asterisks printing for rating factors | 03/24/2004 | closed |
| 252 | Suspect distribution factor when Kg exceeds DM-4 limit | 03/23/2004 | open |
| 251 | Low shear capacity at abutment 1 | 03/19/2004 | v1.3.0.0 |
| 250 | Fatigue results print as zero when no pedestrian load | 03/18/2004 | v1.4.0.0 |
| 249 | Change upper limit on FTG command to warning rather than error | 03/18/2004 | v1.3.0.0 |
| 248 | Upgrade to CVF 6.6B from the existing CVF 6.5A | 03/17/2004 | v1.3.0.0 |
| 247 | Question about application of Multiple presence factor for a sidewalk with pedestrian load | 03/11/2004 | v1.6.0.0 |
| 246 | Nuisance with WIN command when input files generated with v1.2 are to be opened in v1.3.1 | 03/11/2004 | v1.3.0.0 |
| 245 | Update default fields for STLRFD EngAsst Runs | 03/09/2004 | v1.3.0.0 |
| 244 | Update help description for GEO command | 03/09/2004 | v1.3.0.0 |
| 243 | Shear Connector Minimum Pitch | 03/05/2004 | v1.4.0.0 |
| 242 | Incorrect Distribution factors values in version1.2 | 03/01/2004 | v1.3.0.0 |
| 241 | Distribution factors differ between version1.2 and version 1.3.1 | 02/24/2004 | v1.3.0.0 |
| 240 | Varying depths can not be entered in succession and linear varying depth range is considered as constant | 02/24/2004 | v1.7.0.0 |
| 239 | Clarify description of deflection distribution factors in User's Manual | 02/16/2004 | v1.6.0.0 |
| 238 | STLRFD reports a resistance of 0.0ft-kips for the STR-IV load combination | 02/10/2004 | v2.0.0.0 |
| 237 | Question about slab weight for girders of GFS systems | 02/10/2004 | open |
| 236 | Very conservative rolled beam chosen for design | 02/10/2004 | v1.6.0.0 |
| 235 | Incorporate BSP v1.5 | 01/27/2004 | v1.4.0.0 |
| 234 | Do not include an ARB command when using EngAsst | 01/27/2004 | v1.3.0.0 |
| 233 | Add version resource information to DLL and EXE and retrieve it | 01/26/2004 | v1.4.0.0 |
| 232 | Nonsymmetrical total factored moment results with parabolically varying web depth | 01/14/2004 | v1.5.0.0 |
| 231 | Addition of analysis point (via UDA) changes program results | 01/13/2004 | v1.3.0.0 |
| 230 | Convert the BSP Program to DLL | 01/06/2004 | v1.4.0.0 |
| 229 | Convert the CBA Program to DLL | 01/06/2004 | v1.4.0.0 |
| 228 | Convert the STLRFD Program to DLL | 01/06/2004 | v1.4.0.0 |
| 227 | Print '(unlicensed)' when no license number is assigned | 12/19/2003 | v1.3.0.0 |
| 226 | Adding Long File Names To LRFD programs | 12/11/2003 | v1.3.0.0 |
| 225 | Add overhang check to STLRFD similar to PSLRFD | 12/04/2003 | v1.4.0.0 |
| 224 | Question about inclusion of live load for stresses in a noncomposite section | 11/25/2003 | v1.6.0.0 |
| 223 | Questions about WIN command | 11/25/2003 | v1.3.0.0 |
| 222 | Span length tolerance problem | 11/25/2003 | v1.4.0.0 |
| 221 | Comments on User's Manual | 11/25/2003 | closed |
| 220 | Add checks to WIN command | 11/25/2003 | v1.3.0.0 |
| 219 | Array out of bounds error in STGSTIF | 11/20/2003 | v1.3.0.0 |
| 218 | Divide by zero error in SPC017 | 11/20/2003 | v1.4.0.0 |
| 217 | Clarification of BEAM/STRINGER SPACING for GFS System | 11/06/2003 | v1.3.0.0 |
| 216 | Incorporate CMDPAR variable in LRFD GN routines | 11/05/2003 | closed |
| 215 | Crash in FTGSTRS | 10/29/2003 | v1.4.0.0 |
| 214 | Incorrect values computed for web buckling | 10/28/2003 | v1.4.0.0 |
| 213 | STLRFD backup input files parsed with EngMgr/EngAsst | 10/24/2003 | v1.3.0.0 |
| 212 | Comments on EngAsst sketches | 10/09/2003 | v1.3.0.0 |
| 211 | Replies to Beta Test comments | 10/08/2003 | v1.3.0.0 |
| 210 | Comments on User's Manual and configuration files | 09/30/2003 | v1.3.0.0 |
| 209 | Inconsistency between user's manual and PD description | 09/25/2003 | v1.3.0.0 |
| 208 | Program crashes for Live Load D case ( P-82 ) | 05/19/2003 | v1.3.0.0 |
| 207 | Contradictory information on FATIGUE RESISTANCE and FATIGUE LIFE output reports | 05/15/2003 | v1.4.0.0 |
| 206 | Update Engg. Asst. Config files for STLRFD version1.3.1 | 04/30/2003 | v1.3.0.0 |
| 205 | Update Engg. Asst. Config files for STLRFD version1.2g | 04/29/2003 | v1.2g |
| 204 | User's Manual & .PD files update | 04/29/2003 | v1.3.0.0 |
| 203 | Question about fatigue resistance computation and distribution factor for exterior girder | 04/25/2003 | v1.3.0.0 |
| 202 | Add Service-I to factored reaction table to check for uplift | 04/04/2003 | v1.3.0.0 |
| 201 | Question about running with SHO command | 04/04/2003 | v1.3.0.0 |
| 200 | Add span-to-depth ratio check for design | 03/03/2003 | v1.4.0.0 |
| 199 | 'NO BEARING STIFFENER DEFINED HERE' message appears in output even though stiffener is defined | 02/22/2003 | v1.3.0.0 |
| 198 | Revise user's manual for ADTTsl definition | 02/13/2003 | v1.3.0.0 |
| 197 | UDA flexural resistance output | 02/13/2003 | v1.3.0.0 |
| 196 | Question about web compression failure for construction stages | 02/07/2003 | open |
| 195 | Question about mandatory bearing stiffeners at points of concentrated load | 01/09/2003 | v1.6.0.0 |
| 194 | Inconsistency when redistributing moments | 11/14/2002 | v1.3.0.0 |
| 193 | Remove User Manual references to STLRFD.DBG | 11/04/2002 | v1.3.0.0 |
| 192 | Program crashes when SHO command is used | 10/31/2002 | v1.3.0.0 |
| 191 | Error while running an exterior design problem with version 1.2f | 10/30/2002 | v1.3.0.0 |
| 190 | Simplified output requests | 10/28/2002 | v1.3.0.0 |
| 189 | Use of long file names in STLRFD | 10/28/2002 | v1.4.0.0 |
| 188 | User provided input files causing version 1.2 of the program to crash | 10/24/2002 | v1.3.0.0 |
| 187 | 2000 DM-4 Changes: ST-22 Review of reorganized A6.10.4.1.9 | 10/09/2002 | v2.0.0.0 |
| 186 | 2000 DM-4 Changes: ST-20 Review of reorganized A6.10.4.1.7 | 10/09/2002 | v2.0.0.0 |
| 185 | 2000 DM-4 Changes: ST-19 New article about slenderness | 10/09/2002 | v2.0.0.0 |
| 184 | 2000 DM-4 Changes: ST-18 New article for compact section determination | 10/09/2002 | v2.0.0.0 |
| 183 | 2000 DM-4 Changes: ST-17 Determine wither Q formulae are applicable | 10/09/2002 | v2.0.0.0 |
| 182 | 2000 DM-4 Changes: ST-16 Review of reorganized A6.10.4.1.4 | 10/09/2002 | v2.0.0.0 |
| 181 | 2000 DM-4 Changes: ST-15 Review of reorganized A6.10.4.1.3 | 10/09/2002 | v2.0.0.0 |
| 180 | 2000 DM-4 Changes: ST-14 Review of reorganized A6.10.4.1.2 | 10/09/2002 | v2.0.0.0 |
| 179 | 2000 DM-4 Changes: ST-13 Classification as compact/noncompact | 10/09/2002 | v2.0.0.0 |
| 178 | 2000 DM-4 Changes: ST-12 Allow steels with fy greater than 50 ksi | 10/09/2002 | v2.0.0.0 |
| 177 | Remove computed deflection distribution factor | 10/01/2002 | v2.0.0.0 |
| 176 | Inconsistent distribution factors between STLRFD and PSLRFD | 10/01/2002 | closed |
| 175 | Update to bearing stiffener calculations | 10/01/2002 | v1.3.0.0 |
| 174 | 2000 DM-4 Changes: ST-30 Changes to manual | 10/01/2002 | v2.0.0.0 |
| 173 | 2000 DM-4 Changes: ST-29 Constructibility criterion for longitudinal stiffeners | 10/01/2002 | v2.0.0.0 |
| 172 | 2000 DM-4 Changes: ST-28 Maximum compressive stress in compression flange without longitudinal stiffeners | 10/01/2002 | v2.0.0.0 |
| 171 | 2000 DM-4 Changes: FB-23 Maximum compressive elastic flexural stress in compression flange | 10/01/2002 | v2.0.0.0 |
| 170 | 2000 DM-4 Changes: ST-27 Changes to moment redistribution | 10/01/2002 | v2.0.0.0 |
| 169 | 2000 DM-4 Changes: ST-26 New criteria for longitudinal stiffeners | 10/01/2002 | v2.0.0.0 |
| 168 | 2000 DM-4 Changes: ST-25 New definitions of variables | 10/01/2002 | v2.0.0.0 |
| 167 | 2000 DM-4 Changes: ST-24 Flexural resistance of compression flanges for noncomposite sections | 10/01/2002 | v2.0.0.0 |
| 166 | 2000 DM-4 Changes: ST-23 Checks for flexural resistance of compression flange | 10/01/2002 | v2.0.0.0 |
| 165 | 2000 DM-4 Changes: ST-11 Changes for web fatigue stress limit | 10/01/2002 | v2.0.0.0 |
| 164 | 2000 DM-4 Changes: ST-10 Computation of web compression distance Dc | 10/01/2002 | v2.0.0.0 |
| 163 | 2000 DM-4 Changes: ST-9 Changes to web slenderness require for longitudinally stiffened girders | 10/01/2002 | v2.0.0.0 |
| 162 | 2000 DM-4 Changes: ST-8 Compute deflection based on entire width of roadway | 10/01/2002 | closed |
| 161 | 2000 DM-4 Changes: ST-7 Range of applicability changes | 10/01/2002 | v2.0.0.0 |
| 160 | 2000 DM-4 Changes: ST-5 Range of L and d increased | 10/01/2002 | v1.3.0.0 |
| 159 | 2000 DM-4 Changes: ST-4 Range of applicability of L has increased | 10/01/2002 | closed |
| 158 | 2000 DM-4 Changes: ST-3 Support reactions for 3 girder bridges | 10/01/2002 | closed |
| 157 | 2000 DM-4 Changes: ST-1 New condition for interior pier reactions | 10/01/2002 | v2.0.0.0 |
| 156 | Live load distribution factors for exterior girders with wide sidewalk | 10/01/2002 | v1.3.0.0 |
| 155 | Updated deflection calculations | 10/01/2002 | v1.3.0.0 |
| 154 | Distribution factor for 3 girder configuration | 10/01/2002 | v1.3.0.0 |
| 153 | Cross-frame DF's computed incorrectly | 08/08/2002 | v1.3.0.0 |
| 152 | Changed files for BSP and CBA | 08/07/2002 | v1.3.0.0 |
| 151 | Sign convention for shear values | 07/31/2002 | v1.3.0.0 |
| 150 | Add reactions to deck pouring sequence output | 07/31/2002 | v1.3.0.0 |
| 149 | Region around pier incorrectly identified as unstiffened | 07/18/2002 | v1.3.0.0 |
| 148 | Final design has ratio > 1.0 | 07/10/2002 | v1.3.0.0 |
| 147 | Concentrated dead load at supports being ignored | 06/19/2002 | v1.3.0.0 |
| 146 | Question about rating factors printing as asterisks | 05/15/2002 | closed |
| 145 | Revisions to User's Manual for new CBA load conditions | 05/14/2002 | v1.3.0.0 |
| 144 | Specification Check Failures for Compact Sections | 05/14/2002 | v1.3.0.0 |
| 143 | Incorrect DL stress being reported in STRESS RATING FACTOR output report | 04/29/2002 | v1.3.0.0 |
| 142 | IDP truncates long input line | 04/15/2002 | closed |
| 141 | Ratings for noncomposite beam come out higher than composite beam | 04/04/2002 | v1.3.0.0 |
| 140 | P-82 Loading in STLRFD | 03/29/2002 | v1.3.0.0 |
| 139 | Program abort in STL002 | 03/21/2002 | v1.3.0.0 |
| 138 | Report flexural capacity in terms of stress to pass to SPLRFD | 03/18/2002 | v1.5.0.0 |
| 137 | Revise UDA command to allow up to 60 points for camber only | 03/08/2002 | open |
| 136 | Revise method of computing minimum factored reactionsR | 03/07/2002 | v1.3.0.0 |
| 135 | Crash during girder design run | 03/01/2002 | v1.3.0.0 |
| 134 | Use of constructibility criterion when computing shear capacity | 03/01/2002 | v1.3.0.0 |
| 133 | Incorporate BSP version 1.4 | 02/25/2002 | v1.3.0.0 |
| 132 | Fix SID command for current APRAS requirements | 02/25/2002 | v1.3.0.0 |
| 131 | Revise program to prevent under certain circumstances points became noncompact after a minor input file change | 01/04/2001 | v1.3.0.0 |
| 130 | Investigate question about shear connector output when interior span has no contraflexure points | 12/20/2001 | v1.3.0.0 |
| 129 | Enhance the program to flag ratings less than 1.00 | 12/17/2001 | v1.3.0.0 |
| 128 | Revise the program to not crash under certain circumstances when stress reduction due to wind effects is greater than flange capacity when the load path "L" is used. | 11/30/2001 | v1.3.0.0 |
| 127 | Investigate question about the application of MC1 load and possibility of allowing minimum load factors with it | 11/29/2001 | open |
| 126 | Investigate question about the calculation of Lambda for fatigue calculations | 11/29/2001 | v1.4.0.0 |
| 125 | Enhance the program for NCHRP licensing | 11/21/2001 | v1.3.0.0 |
| 124 | Revise the program to not crash under certain circumstances when defining stiffener locations that are very close to transition points | 11/15/2001 | v1.3.0.0 |
| 123 | Update span length limits for the support shear correction factor | 11/14/2001 | v1.3.0.0 |
| 122 | Add TK527 Truck Load and use when ML-80 is used. | 11/02/2001 | v1.4.0.0 |
| 121 | Incorporate additional revisions needed for NCHRP 12-50 research project | 10/15/2001 | v1.3.0.0 |
| 120 | Enhance program to allow user to enter maximum dynamic load allowance (IM) for P-82 permit vehicle as specified in SOL 431-01-07 | 10/04/2001 | v1.3.0.0 |
| 119 | Revise program to correctly handle section loss on top flange of rolled beam | 10/04/2001 | v1.3.0.0 |
| 118 | Enhance program to use concurrent moments and shears instead of maximum moments and shears | 08/27/2001 | v1.3.0.0 |
| 117 | Investigate how to enter input for hybrid girders where the web strength is greater than the flange strength | 08/27/2001 | open |
| 116 | Enhance program to design the web to flange weld | 09/25/2001 | v1.3.0.0 |
| 115 | Questions about remaining fatigue life calculations | 09/24/2001 | v1.4.0.0 |
| 114 | Investigate whether Mr reported at a splice location should be limited to the noncompact section capacity | 09/19/2001 | v1.4.0.0 |
| 113 | Revise User Manual to clarify the shear sign convention | 09/18/2001 | v1.3.0.0 |
| 112 | Investigate whether Service Limit States should apply to the Shear Capacity output report | 08/30/2001 | v1.3.0.0 |
| 111 | Revise program so multiple presence factor is applied to all computed distribution factor. | 08/30/2001 | v1.3.0.0 |
| 110 | Correct program so it does not crash under certain circumstances for varying depth webs where program computed analysis points and user input brace points are very close together but not exactly at same point. | 08/16/2001 | v1.3.0.0 |
| 109 | Correct program so it does not crash when two SHO commands are entered covering the same range. Update User Manual to clarify holes in SHO command are per cross section, not along length of girder. | 08/13/2001 | v1.3.0.0 |
| 108 | Investigate if stresses for compact sections should be shown in the Factored Analysis Results table | 08/02/2001 | v1.3.0.0 |
| 107 | Minor User Manual revisions | 07/26/2001 | v1.3.0.0 |
| 106 | Investigate why for specific case of noncomposite section in negative bending where compression flange buckling fails, but the alternate Mn fornula applies does not run for v1.2. Program ran okay for v1.1. | 07/25/2001 | v1.3.0.0 |
| 105 | Investigate why for certain input file v1.2 produces lower shear rating than v1.2 | 07/23/2001 | closed |
| 104 | Investigate to make sure the deck is considered fully effective, even when the reinforcement is entered as 0.0 | 07/20/2001 | open |
| 103 | Investigate why for certain input file the allowable compression flange capacity at the pier is less than at midspan despite larger plate sizes | 07/20/2001 | closed |
| 102 | Point at pier incorrectly identified as composite in stage 2 | 07/20/2001 | v1.3.0.0 |
| 101 | Investigate if 0.0 reinforcement is entered over pier, is the section considered noncomposite | 07/20/2001 | v1.4.0.0 |
| 100 | Question concerning meaning of "TOP S/R" when 0.0 was entered for the reinforcement area and CG | 07/20/2001 | v1.3.0.0 |
| 099 | Question concerning the symmetry of the PLATE GIRDER PROPERTIES output report | 07/20/2001 | v1.3.0.0 |
| 098 | Question what "bracing type" on CDF command is used for | 07/20/2001 | open |
| 097 | User questions purpose of "Duct. Factor" system settings. Add info to User Manual. | 07/20/2001 | v1.3.0.0 |
| 096 | Certain input files would cause the program to crash | 06/26/2001 | v1.3.0.0 |
| 095 | Investigate program using incorrect section properties when computing stresses in a parabolically varying range | 06/12/2001 | v1.3.0.0 |
| 094 | Change default metric rebar grade from Grade 400 to 420 | 05/10/2001 | v1.3.0.0 |
| 093 | Convert FBLRFD to work with APRAS/ABAS | 05/10/2001 | open |
| 092 | Add note to the Stress Flexural Capacity output report to indicate that the bottom flange stress reduction due to wind effects has been subtracted from the stress resistance for Strength III and Strength V limit states, when applicable. | 04/24/2001 | v1.2 |
| 091 | Incorporate CBA version 3.4 | 04/20/2001 | v1.3.0.0 |
| 090 | Add an explanation for the weighted Kg to the User's Manual | 01/31/2001 | v1.3.0.0 |
| 089 | Check the live load reactions with sidewalk | 04/17/2001 | v1.3.0.0 |
| 088 | Check the computation of the dead load flexural stress limits for the case where there are two longitudinal stiffeners | 04/17/2001 | v1.3.0.0 |
| 087 | Change the longitudinal stiffness parameter limit checks to match the April 2001 updates to DM-4 | 04/17/2001 | v1.3.0.0 |
| 086 | Change the importance, ductility, and redundancy factors to use a default of 1.0 | 04/12/2001 | v1.2 |
| 085 | Add a special copyright notice for beta test versions of the program. | 03/27/2001 | v1.2 |
| 084 | Compare the program to DM-4 2000 and 1998 LRFD Specifications to determine what revisions are needed. After the revisions are made revise the User's Manual to use the AASHTO Section 6 renumbered section numbers. | 02/01/2001 | v1.3.0.0 |
| 083 | Allow the user to enter a slab thickness of 0.0 | 04/09/2001 | v1.2 |
| 082 | Check the program to determine if the application of the skew correction factors considers the diaphragms properly. | 03/23/2001 | v1.3.0.0 |
| 081 | In the calculation of the transverse stiffener checks, take the state of flexure of the beam into account in order to interpret the location of the longitudinal stiffeners correctly. | 03/22/2001 | v1.3.0.0 |
| 080 | Incorporate some revisions needed by BRADD | 03/20/2001 | v1.2 |
| 079 | Investigate how the program computes the web compressive stress checks, and whether the web buckling stress should be reported as the web compressive stress capacity. | 03/15/2001 | v1.3.0.0 |
| 078 | Allow the user to specify all intermediate web depths in a linearly varying range | 03/02/2001 | v1.3.0.0 |
| 077 | Convert the user's manual to Microsoft Word | 02/23/2001 | v1.2 |
| 076 | Add ML-80 to the design load options. | 02/13/2001 | v1.3.0.0 |
| 075 | Pause the program when the run is complete to prevent the DOS window from closing automatically. | 02/15/2001 | v1.2 |
| 074 | Additional compiler settings were activated to trap divide-by-zero errors | 02/15/2001 | v1.2 |
| 073 | Revise User's Manual Chapter 9 to incorporate new PENNDOT address | 02/15/2001 | v1.2 |
| 072 | Incorporate some revisions needed by BRADD | 02/01/2001 | v1.2 |
| 071 | Enhance user manual to explain the weighted Kg. Enhance program by providing output of governing case for distribution factor calculations. | 01/31/2001 | v1.3.0.0 |
| 070 | Use a different extension (other than .PDF) for parameter definition file. Update PENNDOT's address for User Manual Chapter 9 & add contact person e-mail address | 01/11/2001 | v1.2 |
| 069 | Investigation of contraflexure point issues when interior span is entirely in negative bending | 01/25/2001 | closed |
| 068 | Add a special copyright notice for beta test versions of the program. | 12/28/2000 | v1.2 |
| 067 | Enhanced program to allow user to make a run with a span length less than 18 feet | 12/15/2000 | v1.2 |
| 066 | Revised program to activate the last parameter on the SLL command | 12/06/2000 | v1.2 |
| 065 | Revised program to use correct factored moments for C(b) calculation for uncured slab/staged construction checks | 12/06/2000 | v1.2 |
| 064 | Revised program to check flange buckling during the uncured slab/staged construction checks | 12/06/2000 | v1.2 |
| 063 | Investigation of span length applicability for distribution factors. (Problem resolved by rev 031) | 10/24/2000 | v1.2 |
| 062 | Investigation about transverse stiffeners and bearing stiffeners. (Program working as designed. No changes made.) | 10/05/2000 | v1.2 |
| 061 | Investigation about diaphragms and the SKW command. (Program working as designed. No changes made.) | 09/27/2000 | v1.2 |
| 060 | Investigation if the capacity of the girder is based on the concrete deck capacity | 09/22/2000 | v1.3.0.0 |
| 059 | Enhanced user manual to document entering changing plate sizes inside a varying depth range. | 09/22/2000 | v1.2 |
| 058 | Investigated a shear capacity ouput question. Problem was fixed by revision 017. | 09/22/2000 | v1.2 |
| 057 | Enhanced user manual to explain what to enter for "Number of Beams" and "Beam/Stringer Spacing" for girder-floorbeam-stringer and girder-floorbeam type bridges. | 08/25/2000 | v1.2 |
| 056 | Revised program for a case where a large difference existed between the Uncured Slab Shear Resistance and the Shear Capacity Shear Resistance | 07/28/2000 | v1.2 |
| 055 | Permit input files to be stored in other directories than the program files. | 08/25/2000 | v1.2 |
| 054 | Enhanced program to print D(c) and r(t) in output tables | 08/25/2000 | v1.2 |
| 053 | Program printed 'NaN' on Stress Flexural Capacity report because user entered 0.0 for built-up bottom plate thickness. Fixed by revision 046 and 000. | 08/25/2000 | v1.2 |
| 052 | Enhanced program to handle built-up sections with no bottom plates (angles only) | 08/25/2000 | v1.2 |
| 051 | Investigation of distribution factor calculations. (Program working as designed. No changes made. Added clarification to user manual.) | 08/24/2000 | v1.2 |
| 050 | Request to add input for wind load transfer method for construction limit state | 07/28/2000 | v1.3.0.0 |
| 049 | Request to enhance program by adding new limit state for inventory ratings for H, HS and ML-80 ratings. (Program working as designed. No changes made.) | 07/28/2000 | v1.2 |
| 048 | Request to print magnitude of wind load in the output | 07/28/2000 | v1.3.0.0 |
| 047 | Request to reduce load factor for wind on superstructure for construction limit state | 07/28/2000 | open |
| 046 | Revised program to make sure stress resistance is not greater than the yield stress | 07/28/2000 | v1.2 |
| 045 | Enhanced program by rearranging failure code and information column in the output tables | 07/28/2000 | v1.2 |
| 044 | Investigation of live load moments when a hinge exists in the span | 07/28/2000 | v1.2 |
| 043 | Incorrect failure codes reported (fixed by revision 023) | 07/28/2000 | v1.2 |
| 042 | Revision to capacity reported when compression flange buckling controls | 08/28/2000 | v1.2 |
| 041 | Problem in output incorrectly printing compression flange buckling failure | 07/28/2000 | v1.2 |
| 040 | Problem with transverse stiffener "web leg length" printed as asterisks in output | 07/28/2000 | v1.2 |
| 039 | Problem with built-up section transverse stiffeners being design with 0.0 ft spacing | 07/25/2000 | v1.2 |
| 038 | Enhanced program to allow built-up sections without bottok plaltes | 07/25/2000 | v1.2 |
| 037 | Revised skew applicability limits to match DM-4 | 06/12/2000 | v1.2 |
| 036 | Request to combine Moment and Stress Flexural Capacity Tables | 06/09/2000 | open |
| 035 | Incorporated CBA version 3.4 | 05/23/2000 | v1.3.0.0 |
| 034 | Investigation on how minimum factored reaction is calculated | 05/18/2000 | v1.2 |
| 033 | Add short output option | 05/16/2000 | open |
| 032 | Enhanced program to allow multiple special live load vehicles in a single run | 05/16/2000 | v1.2 |
| 031 | Revised distribution factor calculations to use proper applicability limits | 05/15/2000 | v1.2 |
| 030 | Incorporated revisions needed for NCHRP 12-50 research project | 04/26/2000 | v1.2 |
| 029 | Incorporated some revisions needed for BRADD | 04/10/2000 | v1.2 |
| 028 | Incorporated CBA version 3.3 | 03/15/2000 | v1.2 |
| 027 | Revised program to print meaningful message for an excessive number of concentrated loads | 01/27/2000 | v1.2 |
| 026 | Enhance program to allow only one contraflexure point per span | 12/27/1999 | v1.2 |
| 025 | Enhance program for special live loads to perform ratings based on user input load factors | 11/30/1999 | v1.2 |
| 024 | Revised program to use LDF load factors for special live loads | 11/08/1999 | v1.2 |
| 023 | Revised program to examine bottom flange stress when determining Pos. or Neg. flexure | 10/25/1999 | v1.2 |
| 022 | Revised shear connector dimensions on output to match BC-753M | 07/07/1999 | v1.2 |
| 021 | Add input for construction stage wind load | 09/02/1999 | v1.3.0.0 |
| 020 | Revision to distribution factor calculation to use 73 m in calculation for spans that are greater. | 08/16/1999 | v1.2 |
| 019 | User manual clarification for linearly changing web depths | 08/17/1999 | v1.2 |
| 018 | User manual clarification for transfer stiffeners versus bearing stiffeners | 08/09/1999 | v1.2 |
| 017 | Program revision for shear capacity calculations | 08/05/1999 | v1.2 |
| 000 | Enhanced to allow built-up girders without cover plates on angles | 04/21/1998 | v1.2 |