This page was last updated on: July 02, 2008
Current Production Version 1.6.0.0
| Revision No. | Description | Date Logged | Status |
| 390 | Update PENNDOT Bureau Name in User Manual | 06/05/2008 | open |
| 389 | Remove [prod] and [test] sections from RUN.INI | 06/03/2008 | open |
| 388 | Enhance License and Update Utility Programs | 05/30/2008 | open |
| 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 | open |
| 384 | Update to 2007 DM-4 Specifications | 05/02/2008 | open |
| 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 | open |
| 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 | open |
| 376 | Stack dump in SCOTDPF | 02/05/2008 | open |
| 375 | Typo in error message | 01/18/2008 | open |
| 374 | Rolled beam cannot be designed | 01/18/2008 | open |
| 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 | open |
| 371 | Summary Code Check Failure but no failure in table | 11/27/2007 | open |
| 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 | open |
| 368 | Another program crash in CDLPOC | 11/13/2007 | open |
| 367 | Program crash in CDLPOC | 10/24/2007 | open |
| 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 | open |
| 363 | Question about distribution factors | 08/03/2007 | open |
| 362 | Questions about haunch depth | 08/03/2007 | open |
| 361 | Incorporate CBA v3.6.0.0 | 05/31/2007 | open |
| 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 | open |
| 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 | open |
| 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 | open |
| 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 | open |
| 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 | open |
| 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 | open |
| 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 | open |
| 290 | Source code changes for 1998 AASHTO/2000 DM-4 | 09/28/2004 | open |
| 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 | open |
| 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 | open |
| 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 | open |
| 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 | open |
| 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 | open |
| 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 | open |
| 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 | open |
| 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 | open |
| 186 | 2000 DM-4 Changes: ST-20 Review of reorganized A6.10.4.1.7 | 10/09/2002 | open |
| 185 | 2000 DM-4 Changes: ST-19 New article about slenderness | 10/09/2002 | open |
| 184 | 2000 DM-4 Changes: ST-18 New article for compact section determination | 10/09/2002 | open |
| 183 | 2000 DM-4 Changes: ST-17 Determine wither Q formulae are applicable | 10/09/2002 | open |
| 182 | 2000 DM-4 Changes: ST-16 Review of reorganized A6.10.4.1.4 | 10/09/2002 | open |
| 181 | 2000 DM-4 Changes: ST-15 Review of reorganized A6.10.4.1.3 | 10/09/2002 | open |
| 180 | 2000 DM-4 Changes: ST-14 Review of reorganized A6.10.4.1.2 | 10/09/2002 | open |
| 179 | 2000 DM-4 Changes: ST-13 Classification as compact/noncompact | 10/09/2002 | open |
| 178 | 2000 DM-4 Changes: ST-12 Allow steels with fy greater than 50 ksi | 10/09/2002 | open |
| 177 | Remove computed deflection distribution factor | 10/01/2002 | open |
| 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 | open |
| 173 | 2000 DM-4 Changes: ST-29 Constructibility criterion for longitudinal stiffeners | 10/01/2002 | open |
| 172 | 2000 DM-4 Changes: ST-28 Maximum compressive stress in compression flange without longitudinal stiffeners | 10/01/2002 | open |
| 171 | 2000 DM-4 Changes: FB-23 Maximum compressive elastic flexural stress in compression flange | 10/01/2002 | open |
| 170 | 2000 DM-4 Changes: ST-27 Changes to moment redistribution | 10/01/2002 | open |
| 169 | 2000 DM-4 Changes: ST-26 New criteria for longitudinal stiffeners | 10/01/2002 | open |
| 168 | 2000 DM-4 Changes: ST-25 New definitions of variables | 10/01/2002 | open |
| 167 | 2000 DM-4 Changes: ST-24 Flexural resistance of compression flanges for noncomposite sections | 10/01/2002 | open |
| 166 | 2000 DM-4 Changes: ST-23 Checks for flexural resistance of compression flange | 10/01/2002 | open |
| 165 | 2000 DM-4 Changes: ST-11 Changes for web fatigue stress limit | 10/01/2002 | open |
| 164 | 2000 DM-4 Changes: ST-10 Computation of web compression distance Dc | 10/01/2002 | open |
| 163 | 2000 DM-4 Changes: ST-9 Changes to web slenderness require for longitudinally stiffened girders | 10/01/2002 | open |
| 162 | 2000 DM-4 Changes: ST-8 Compute deflection based on entire width of roadway | 10/01/2002 | open |
| 161 | 2000 DM-4 Changes: ST-7 Range of applicability changes | 10/01/2002 | open |
| 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 | open |
| 158 | 2000 DM-4 Changes: ST-3 Support reactions for 3 girder bridges | 10/01/2002 | open |
| 157 | 2000 DM-4 Changes: ST-1 New condition for interior pier reactions | 10/01/2002 | open |
| 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 | open |
| 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. |