This page was last updated on: April 18, 2007
Current Production Version 1.1.0.0, Current Test Version 1.1.2.0
| Revision No. | Description | Date Logged | Status |
| 266 | Create RULES.INI file | 04/04/2007 | open |
| 265 | Crash When No Contraflexure Points Exist | 02/09/2007 | open |
| 264 | Crash in GTINFEF with symmetrical floorbeam | 02/08/2007 | v1.1.0.0 |
| 263 | Relink with latest LICENSE.FOR | 02/01/2007 | v1.1.0.0 |
| 262 | BETA TEST COMMENT: Update FBLRFD to IVF 9.1 | 01/10/2007 | v1.1.0.0 |
| 261 | BETA TEST COMMENT: Percent increase in special live loads when floorbeam spacing < 6 ft | 01/10/2007 | v1.1.0.0 |
| 260 | BETA TEST COMMENT: Update User's Manual and configuration files | 12/27/2006 | v1.1.0.0 |
| 259 | BETA TEST COMMENT: Update user's manual sections 3.5 and 3.6.2 | 12/14/2006 | v1.1.0.0 |
| 258 | Update RUN.INI file | 12/08/2006 | v1.1.0.0 |
| 257 | BETA TEST COMMENT: Should rt be showing up on flexural capacity output reports | 12/04/2006 | v1.1.0.0 |
| 256 | BETA TEST COMMENT: Do live load reactions include impact | 12/04/2006 | v1.1.0.0 |
| 255 | BETA TEST COMMENT: Problem with concentrated FWS and PFWS loads | 10/09/2006 | v1.1.0.0 |
| 254 | Continue Input Range Checking for Remainder of Input Line After Error | 09/25/2006 | v1.1.0.0 |
| 253 | Convert DIGITAL/PADIGITAL to INTEL/PAINTEL | 04/19/2006 | v1.1.0.0 |
| 252 | Change first axle of ML-80 vehicle to 13.68 kips | 01/18/2005 | open |
| 251 | Application of multiple presence adjustment factor to Imbsen equations | 12/05/2005 | open |
| 250 | Increase number of special vehicle axles to 80 | 11/18/2005 | open |
| 249 | Implement changes to allow for input lines > 256 characters | 11/15/2005 | v1.1.0.0 |
| 248 | Intel Visual Fortran program conversion | 09/13/2005 | v1.1.0.0 |
| 247 | Program crash with transverse stiffener spacing of 0.0 | 08/19/2005 | v1.1.0.0 |
| 246 | Program crash when printing deflection limits with pedestrian load | 08/18/2005 | v1.1.0.0 |
| 245 | Do not include an ARB command when using EngAsst (STREV234) | 08/09/2005 | open |
| 244 | 2000 DM-4 Changes: ST-26 New criteria for longitudinal stiffeners (STREV169) | 08/09/2005 | open |
| 243 | Inconsistency between User's Manual and program for FCL command | 08/09/2005 | v1.1.0.0 |
| 242 | Fatigue Life command concerns | 08/09/2005 | open |
| 241 | Change lower limits of dynamic load allowances to 1.0 | 07/19/2005 | open |
| 240 | Trapezoidal loads not mirrored correctly for symmetrical runs | 05/31/2005 | open |
| 239 | TK527, ML80 and special live load gross vehicle weights | 05/24/2005 | open |
| 238 | Incorporate CBA 3.5.0.1 | 03/24/2005 | v1.1.0.0 |
| 237 | Minor user's manual revisions (STREV300) | 03/11/2005 | open |
| 236 | Program crashes with SLS command in varying depth range (STREV299) | 03/11/2005 | open |
| 235 | Incorrect rating tonnage reported for special live load (STREV298) | 03/11/2005 | open |
| 234 | 2000 DM-4 Change: Remove 1.0 limit from 6.10.7.3.3b-3 (STREV297) | 03/11/2005 | open |
| 233 | 2000 DM-4 Change: Report service limit state moment capacity in terms of stress (STREV296) | 03/11/2005 | open |
| 232 | SAL command needs room for 24 axles (STREV295) | 03/11/2005 | open |
| 231 | Increase limit on CLD commands in User's Manual and EngAsst (STREV294) | 03/11/2005 | open |
| 230 | Issues with DEAD LOAD WEB FLEXURAL STRESS LIMITS output report (STREV291) | 03/11/2005 | open |
| 229 | Source code changes for 1998 AASHTO/2000 DM-4 (STREV290) | 03/11/2005 | open |
| 228 | Constructibility Checks (STREV288) | 03/11/2005 | open |
| 227 | Change lower limit on dynamic load allowance to 1.0 (STREV285) | 03/11/2005 | open |
| 226 | How is fatigue stress range calculated (STREV284) | 03/11/2005 | open |
| 225 | Question about how to enter ADTT(single lane) (STREV282) | 03/11/2005 | v1.1.0.0 |
| 224 | For design of a new bridge can fatigue resistance only be checked (STREV281) | 03/11/2005 | open |
| 223 | Prime removed from fatigue category with EngMgr (STREV279) | 03/11/2005 | open |
| 222 | Cannot enter negative value for SHO command, parameter 6 (STREV278) | 03/11/2005 | open |
| 221 | Revise SLS command documentation (STREV275) | 03/11/2005 | open |
| 220 | Final Beta testing comments (STREV274) | 03/11/2005 | open |
| 219 | Section loss on web not taken into account for capacity (STREV272) | 03/11/2005 | open |
| 218 | Program crash (STREV264) | 03/11/2005 | open |
| 217 | Program requires input for Strength-IP load factor (STREV263) | 03/11/2005 | open |
| 216 | Final set of beta test comments (STREV262) | 03/11/2005 | open |
| 215 | Updates to SPECIFICATION CHECK WARNING table (STREV261) | 03/11/2005 | open |
| 214 | Updates to weld design calculations (STREV260) | 03/11/2005 | open |
| 213 | FBLRFD v1.0 Checking of D6.10.3.2.4.2P (STREV258) | 03/11/2005 | open |
| 212 | Question about fatigue stresses (STREV256) | 03/11/2005 | open |
| 211 | Endless loop when computing plastic capacity (STREV254) | 03/11/2005 | open |
| 210 | Asterisks printing for rating factors (STREV253) | 03/11/2005 | open |
| 209 | Low shear capacity at abutment 1 (STREV251) | 03/11/2005 | open |
| 208 | Change upper limit on FTG command to warning rather than error (STREV249) | 03/11/2005 | open |
| 207 | Update default fields for STLRFD EngAsst Runs (STREV245) | 03/11/2005 | open |
| 206 | Update help description for GEO command (STREV244) | 03/11/2005 | open |
| 205 | Shear Connector Minimum Pitch (STREV243) | 03/11/2005 | open |
| 204 | Varying depths can not entered in succession and linear varying depth range considered as costant (STREV240) | 03/11/2005 | open |
| 203 | FBLRFD reports a resistance of 0.0ft-kips for the STR-IV load combination (STREV238) | 03/11/2005 | open |
| 202 | Incorporate BSP v1.5 (STREV235) | 03/11/2005 | open |
| 201 | Add version resource information to DLL and EXE and retrieve it (STREV233) | 03/11/2005 | open |
| 200 | Nonsymmetrical total factored moment results with parabolically varying web depth (STREV232) | 03/11/2005 | open |
| 199 | Addition of analysis point (via UDA) changes program results (STREV231) | 03/11/2005 | open |
| 198 | Print (unlicensed) when no license number is assigned (STREV227) | 03/11/2005 | open |
| 197 | Adding Long File Names To LRFD programs (STREV226) | 03/11/2005 | open |
| 196 | Span length tolerance problem (STREV222) | 03/11/2005 | open |
| 195 | Comments on User's Manual (STREV221) | 03/11/2005 | open |
| 194 | Array out of bounds error in STGSTIF (STREV219) | 03/11/2005 | open |
| 193 | Divide by zero error in SPC017 (STREV218) | 03/11/2005 | open |
| 192 | Crash in FTGSTRS (STREV215) | 03/11/2005 | open |
| 191 | Incorrect values computed for web buckling (STREV214) | 03/11/2005 | open |
| 190 | FBLRFD backup input files parsed with EngMgr/EngAsst (STREV213) | 03/11/2005 | open |
| 189 | Comments on EngAsst sketches (STREV212) | 03/11/2005 | open |
| 188 | Comments on User's Manual and configuration files (STREV210) | 03/11/2005 | open |
| 187 | Inconsistency between user's manual and PD description (STREV209) | 03/11/2005 | open |
| 186 | Program crashes for Live Load D case ( P-82 ) (STREV208) | 03/11/2005 | open |
| 185 | Contradictory information on FATIGUE RESISTANCE and FATIGUE LIFE output reports (STREV207) | 03/11/2005 | open |
| 184 | Manual & .PD files update (STREV204) | 03/11/2005 | open |
| 183 | Question about fatigue resistance computation and distribution factor for exterior girder (STREV203) | 03/11/2005 | open |
| 182 | Add Service-I to factored reaction table to check for uplift (STREV202) | 03/11/2005 | open |
| 181 | Question about running with SHO command (STREV201) | 03/11/2005 | open |
| 180 | 'NO BEARING STIFFENER DEFINED HERE' message appears in output even though stiffener is defined (STREV199) | 03/11/2005 | open |
| 179 | Revise user's manual for ADTTsl definition (STREV198) | 03/11/2005 | open |
| 178 | Question about web compression failure for construction stages (STREV196) | 03/11/2005 | open |
| 177 | Question about mandatory bearing stiffeners at points of concentrated load (STREV195) | 03/11/2005 | open |
| 176 | Remove references to FBLRFD.DBG (STREV193) | 03/11/2005 | open |
| 175 | Simplified output requests (STREV190) | 03/11/2005 | open |
| 174 | User provided input files causing version 1.2 of the program to crash (STREV188) | 03/11/2005 | open |
| 173 | 2000 DM-4 Changes: ST-22 Review of reorganized A6.10.4.1.9 (STREV187) | 03/11/2005 | open |
| 172 | 2000 DM-4 Changes: ST-20 Review of reorganized A6.10.4.1.7 (STREV186) | 03/11/2005 | open |
| 171 | 2000 DM-4 Changes: ST-19 New article about slenderness (STREV185) | 03/11/2005 | open |
| 170 | 2000 DM-4 Changes: ST-18 New article for compact section determination (STREV184) | 03/11/2005 | open |
| 169 | 2000 DM-4 Changes: ST-17 Determine whether Q formulae are applicable (STREV183) | 03/11/2005 | open |
| 168 | 2000 DM-4 Changes: ST-16 Review of reorganized A6.10.4.1.4 (STREV182) | 03/11/2005 | open |
| 167 | 2000 DM-4 Changes: ST-15 Review of reorganized A6.10.4.1.3 (STREV181) | 03/11/2005 | open |
| 166 | 2000 DM-4 Changes: ST-14 Review of reorganized A6.10.4.1.2 (STREV180) | 03/11/2005 | open |
| 165 | 2000 DM-4 Changes: ST-13 Classification as compact/noncompact (STREV179) | 03/11/2005 | open |
| 164 | 2000 DM-4 Changes: ST-12 Allow steels with fy greater than 50 ksi (STREV178) | 03/11/2005 | open |
| 163 | Update to bearing stiffener calculations (STREV175) | 03/11/2005 | open |
| 162 | 2000 DM-4 Changes: ST-30 Changes to manual (STREV174) | 03/11/2005 | open |
| 161 | 2000 DM-4 Changes: ST-29 Constructibility criterion for longitudinal stiffeners (STREV173) | 03/11/2005 | open |
| 160 | 2000 DM-4 Changes: ST-28 Maximum compressive stress in compression flange w/o longitudinal stiffen (STREV160) | 03/11/2005 | open |
| 159 | 2000 DM-4 Changes: FB-23 Maximum compressive elastic flexural stress in compression flange (STREV171) | 03/11/2005 | open |
| 158 | 2000 DM-4 Changes: ST-25 New definitions of variables (STREV168) | 03/11/2005 | open |
| 157 | 2000 DM-4 Changes: ST-24 Flexural resistance of compression flanges for noncomposite sections (STREV167) | 03/11/2005 | open |
| 156 | 2000 DM-4 Changes: ST-23 Checks for flexural resistance of compression flange (STREV166) | 03/11/2005 | open |
| 155 | 2000 DM-4 Changes: ST-11 Changes for web fatigue stress limit (STREV165) | 03/11/2005 | open |
| 154 | 2000 DM-4 Changes: ST-10 Computation of web compression distance Dc (STREV164) | 03/11/2005 | open |
| 153 | 2000 DM-4 Changes: ST-9 Changes to web slenderness require for longitudinally stiffened girders (STREV163) | 03/11/2005 | open |
| 152 | Updated deflection calculations (STREV155) | 03/11/2005 | open |
| 151 | Changed files for BSP and CBA (STREV152) | 03/11/2005 | open |
| 150 | Sign convention for shear values (STREV151) | 03/11/2005 | open |
| 149 | Region around pier incorrectly identified as unstiffened (STREV149) | 03/11/2005 | open |
| 148 | Eliminate runtime warnings from example input files | 03/08/2005 | v1.1.0.0 |
| 147 | SAL command needs room for 24 axles (STREV295) | 01/05/2005 | open |
| 146 | Inconsistency between transverse stiffener and shear capacity outputs | 11/17/2004 | v1.1.0.0 |
| 145 | Prime removed from fatigue category with EngMgr | 09/14/2004 | open |
| 144 | Different gross section properties for section loss vs. no section loss | 09/09/2004 | open |
| 143 | Automatically update date and time for PD file | 08/23/2004 | v1.1.0.0 |
| 142 | Stringer distributed load being ignored | 08/11/2004 | open |
| 141 | Incorrect area of angle transverse stiffeners | 07/21/2004 | open |
| 140 | Incorrect moment of inertia for angle transverse stiffener | 07/21/2004 | open |
| 139 | Cannot enter fatigue points on left overhang and can only enter 20 fatigue points | 07/16/2004 | v1.1.0.0 |
| 138 | Add caption text to EngAsst image files | 07/14/2004 | v1.1.0.0 |
| 137 | Equations in User's Manual print as dots | 06/29/2004 | v1.1.0.0 |
| 136 | Program does not work with SLS commands | 06/29/2004 | v1.1.0.0 |
| 135 | Fix RECORDS.INI to correctly allow FCL, FDL, SCL and SDL loads | 06/21/2004 | v1.1.0.0 |
| 134 | Crash due to SLS command | 06/18/2004 | v1.1.0.0 |
| 133 | Check if any temporary files are made, and if so, create them in the TEMP directory instead | 05/24/2004 | open |
| 132 | Program crashes with transverse stiffeners on left overhang | 04/09/2004 | v1.1.0.0 |
| 131 | Program stops with cryptic input warnings | 03/31/2004 | open |
| 130 | Endless loop when computing plastic capacity | 03/29/2004 | open |
| 129 | Program errors out with SLC command when number of stringers defined is 18 | 03/10/2004 | v1.1.0.0 |
| 128 | Program crashes with array bound exceeded program exception | 03/10/2004 | v1.1.0.0 |
| 127 | Floorbeam cannot extend past overhang | 03/09/2004 | open |
| 126 | Update to FCL configuration files | 03/09/2004 | v1.1.0.0 |
| 125 | Built-up girders always treated as unstiffened | 01/12/2004 | v1.1.0.0 |
| 124 | FBLRFD program does not run at all with overhangs | 01/12/2004 | v1.1.0.0 |
| 123 | Handle cases with only one sidewalk | 12/10/2003 | open |
| 122 | Program crashes when using transverse stiffeners | 12/05/2003 | open |
| 121 | Crash when using BRP command | 11/26/2003 | open |
| 120 | Allow consecutive ranges of increasing web depth | 11/10/2003 | v1.1.0.0 |
| 119 | SDL command cannot be repeated correctly | 11/10/2003 | open |
| 118 | SLS command not being read correctly by program | 11/10/2003 | v1.1.0.0 |
| 117 | Change lower limit for plate thickness | 11/10/2003 | open |
| 116 | Allow for different size angles at top and bottom of web for built up sections | 11/10/2003 | open |
| 115 | Add input item for gap between web plate and flange plate for built up sections | 11/10/2002 | open |
| 114 | Compile FBLRFD v1.0 using Compaq Visual Fortran for Windows XP Compatibility | 03/11/2003 | v1.1.0.0 |
| 113 | Concentrated dead load at supports being ignored (STREV147) | 07/03/2002 | open |
| 112 | Question about rating factors printing as asterisks (STREV146) | 07/03/2002 | open |
| 111 | Revisions to User's Manual for new CBA load conditions (STREV145) | 07/03/2002 | open |
| 110 | Specification Check Failures for Compact Sections (STREV144) | 07/03/2002 | open |
| 109 | P-82 Loading in STLRFD (STREV140) | 07/03/2002 | open |
| 108 | Program abort in STL002 (STREV139) | 07/03/2002 | open |
| 107 | Revise method of computing minimum factored reactions (STREV136) | 07/03/2002 | open |
| 106 | Use of constructibility criterion when computing shear capacity (STREV134) | 07/03/2002 | open |
| 105 | Incorporate BSP version 1.4 (STREV133) | 07/03/2002 | open |
| 104 | Fix SID command for current APRAS requirements (STREV132) | 07/03/2002 | open |
| 103 | Sections marked as noncompact after minor input change (STREV131) | 07/03/2002 | open |
| 102 | Incorrect shear connector output when interior span has no contraflexure points (STREV130) | 07/03/2002 | open |
| 101 | Ratings less than 1.0 do not have an asterisk in Rating Failures column (STREV129) | 07/03/2002 | open |
| 100 | Question about application of MC1 and minimum load factors for it (STREV127) | 07/03/2002 | open |
| 099 | Question about calculation of lambda for fatigue calculations (STREV126) | 07/03/2002 | open |
| 098 | Program crashes in ISSTIFF with array out of bounds error for given input files (STREV124) | 07/03/2002 | open |
| 097 | Add TK-527 vehicle to STLRFD after CBA is updated (STREV122) | 07/03/2002 | open |
| 096 | Add separate impact value for P82 vehicle (STREV120) | 07/03/2002 | open |
| 095 | Section loss not being accounted for on top flange of rolled beam (STREV119) | 07/03/2002 | open |
| 094 | Low shear ratings because maximum moments and shears are being used together (STREV118) | 07/03/2002 | open |
| 093 | Hybrid girders where the web strength is greater than the flange strength be handled (STREV117) | 07/03/2002 | open |
| 092 | Add the capability for the program to design the web-to-flange splice (STREV116) | 07/03/2002 | open |
| 091 | Question about remaining fatigue life calculations (STREV115) | 07/03/2002 | open |
| 090 | Should Mr reported at a splice location be limited to noncompact section capacity (STREV114) | 07/03/2002 | open |
| 089 | Question about sign convention for shear (STREV113) | 07/03/2002 | open |
| 088 | Service limit states should not apply to the SHEAR CAPACITY output report (STREV112) | 07/03/2002 | open |
| 087 | Multiple presence adjustment factor not being applied for factored results (STREV111) | 07/03/2002 | open |
| 086 | Program crashes with an array out of bounds error in CDLPOC (STREV086) | 07/03/2002 | open |
| 085 | Crash when SHO command used (STREV109) | 07/03/2002 | open |
| 084 | Stresses on the FACTORED ANALYSIS RESULTS table (STREV108) | 07/03/2002 | open |
| 083 | Minor revisions to User's Manual (STREV107) | 07/03/2002 | open |
| 082 | Program stops with an error under older version (STREV106) | 07/03/2002 | v1.1.0.0 |
| 081 | Deck being effective over the entire length of the bridge (STREV104) | 07/03/2002 | open |
| 080 | If 0.0 reinforcement is entered over the pier is section considered noncomposite (STREV101) | 07/03/2002 | open |
| 079 | Question about what TOP S/R means (STERV100) | 07/03/2002 | open |
| 078 | Confusion about the symmetry of the PLATE GIRDER PROPERTIES output report (STREV099) | 07/03/2002 | open |
| 077 | Question about Duct. Factor system settings (STREV097) | 07/03/2002 | open |
| 076 | Are all axles included at all times for the P-82 vehicle? | 05/15/2002 | open |
| 075 | Program does not allow values < 0 on the FTG command | 11/26/2001 | v1.1.0.0 |
| 074 | For certain conditions, results are reported for right sidewalk live load when no right sidewalk is defined. | 11/21/2001 | open |
| 073 | Add separate input for dynamic load allowance for P-82 vehicles as per SOL 431-01-07 | 10/30/2001 | open |
| 072 | Manual limits number of fatigue points at 30 but program cannot accept more than 20 | 09/13/2001 | v1.1.0.0 |
| 071 | Increase the size of some output fields to eliminate "***" in the output (STER031) | 08/08/2001 | v1.1.0.0 |
| 070 | Correct issues relating to negative fatigue life remaining | 08/07/2001 | v1.1.0.0 |
| 069 | 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 (STREV092) | 08/07/2002 | v1.1.0.0 |
| 068 | Convert the User's Manual to Microsoft Word 2000 and Adobe Acrobat format. | 06/13/2001 | v1.1.0.0 |
| 067 | Check that the program is using the correct section when computing stresses in a varying section (STREV095) | 06/13/2001 | open |
| 066 | Convert FBLRFD to work with APRAS/ABAS (STREV093) | 06/13/2001 | v1.1.0.0 |
| 065 | Check the live load reactions with sidewalk (STREV089) | 06/13/2001 | open |
| 064 | Check the computation of the dead load flexural stress limits for the case where there are two longitudinal stiffeners. (STREV088) | 06/13/2001 | open |
| 063 | Make default values of 1.0 for ductility, redundancy and importance factors. (STREV086) | 06/13/2001 | open |
| 062 | 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. (STER081) | 06/13/2001 | open |
| 061 | Veriy the program is computing values on the web compressive stress check properly (STER079) | 06/13/2001 | open |
| 060 | Allow the user to enter web depths manually in a varying range (STER078) | 06/13/2001 | open |
| 059 | Check that the program will run if a deck thickness of 0.0 is entered (STER067) | 06/13/2001 | v1.1.0.0 |
| 058 | Check the final parameter on the SLL command (percent increase) is being used if entered (STER066) | 06/13/2001 | v1.1.0.0 |
| 057 | Check that correct moments are being used for Cb calculation for uncured slab checks (STER065) | 06/13/2001 | v1.1.0.0 |
| 056 | Make sure compression flange buckling is being checked for the uncured slab check (STER064) | 06/13/2001 | v1.1.0.0 |
| 055 | Investigate to determine how the FBLRFD checks the capacity of the girder based on the deck concrete capacity (STER060) | 06/13/2001 | open |
| 054 | Resolve a contradiction between the Shear Capacity and Uncured Slab Web Specification Check output reports (STER056) | 06/13/2001 | v1.1.0.0 |
| 053 | Add rt and Dc to program output for flexural calculations (STER054) | 06/13/2001 | v1.1.0.0 |
| 052 | Limit stress resistances to the yield stress of the steel (STER046) | 06/13/2001 | v1.1.0.0 |
| 051 | Rearrange failure code and information columns on uncured slab shear calculation table (STER045) | 06/13/2001 | v1.1.0.0 |
| 050 | Report compression flange buckling stress as the stress capacity of the section (STER042) | 06/13/2001 | v1.1.0.0 |
| 049 | Fix web length output if asterisks appear in the output (STER040) | 06/13/2001 | v1.1.0.0 |
| 048 | Create a short output option (STER049) | 06/13/2001 | open |
| 047 | Revise error messages for excessive CLD command to make more clear (STER027) | 06/13/2001 | v1.1.0.0 |
| 046 | Use LDF load factors to determine limit state applicability for special live loads (STER025) | 06/13/2001 | v1.1.0.0 |
| 045 | Revise the program to use user input load factors for special live loads (STER024) | 06/13/2001 | v1.1.0.0 |
| 044 | Revise the method to determine whether a section is in positive or negative flexure - check flange stress (STER023) | 06/13/2001 | v1.1.0.0 |
| 043 | Update shear connector design for BC-753M (STER022) | 06/13/2001 | v1.1.0.0 |
| 042 | Update User's Manual to document varying web depths input (STER019) | 06/13/2001 | v1.1.0.0 |
| 041 | Add clarifications for bearing versus transverse stiffeners (STER018) | 06/13/2001 | v1.1.0.0 |
| 040 | Apply consistent criteria to determine if a point is stiffened or not (STER017) | 06/13/2001 | v1.1.0.0 |
| 039 | Update program to adjust Live Load Output table formatting (STER016) | 06/13/2001 | v1.1.0.0 |
| 038 | Allow transverse stiffeners for built-up sections and handle properly (STER013) | 06/13/2001 | v1.1.0.0 |
| 037 | Add column indicating stiffened or unstiffened for transverse stiffener output tables (STER012) | 06/13/2001 | v1.1.0.0 |
| 036 | Change the lower limit on recent count ADTT to 1 rather than 0 (STER006) | 06/13/2001 | v1.1.0.0 |
| 035 | Handle the case where the beam is symmetrical and only braced at the endpoints (STER001) | 06/13/2001 | v1.1.0.0 |
| 034 | Allow built-up sections with no flange plates, angles only (STER000) | 06/13/2001 | v1.1.0.0 |
| 033 | Revise User Manual to clarify program-defined lanes lanes are not permitted with the LLA command | 06/13/2001 | v1.1.0.0 |
| 032 | Fixed shear rating calculations | 06/12/2001 | v1.1.0.0 |
| 031 | Fixed shear capacity calculations for built-up sections | 05/29/2001 | v1.1.0.0 |
| 030 | Fixed reaction calculations on floorbeams less than 6 feet apart, US units only. | 05/25/2001 | v1.1.0.0 |
| 029 | AASHTO Section A6.10.6.3 - Revise equations for determining max. compressive elastic flexural stress in the compression flange for webs without longitudinal web stiffeners. | 05/08/2001 | open |
| 028 | AASHTO Section A6.10.5.2 - Revise equations for moment redistribution following elastic analysis | 05/08/2001 | open |
| 027 | DM-4 Section D6.10.4.3.2 - Revise equations for computing load shedding factor, Rb. | 05/08/2001 | open |
| 026 | AASHTO Section A6.10.4.3.1c - Review definition of A-sub-tf and f-sub-fl | 05/08/2001 | open |
| 025 | AASHTO Section A6.10.4.2.6a - Revise equations for checking flexural resistance of compression flanges for non-composite sections based upon lateral torsional buckling. | 05/08/2001 | open |
| 024 | AASHTO Section A6.10.4.2.5a - Revise applicable ranges of Lb for flexural resistance of compression flange for composite sections based upon lateral torsional buckling. | 05/08/2001 | open |
| 023 | DM-4 and AASHTO Section 6.10.4 and subsections - Revise program to use new flowcharts | 05/08/2001 | open |
| 022 | DM-4 Section D6.10.3.6 - New equations for effective section for members with tension flange holes | 05/08/2001 | open |
| 021 | DM-4 Section D6.10.3.2.2-P - Revise user manual notation f-sub-bw change to f-sub-cw | 05/08/2001 | open |
| 020 | AASHTO Section AC6.10.3.1.4 - Revise method of computing depth of web in compression at elastic moment | 05/08/2001 | open |
| 019 | DM-4 Section D.6.10.2.2 - Revision to web slenderness requirements for longitudinally stiffened girders | 05/08/2001 | open |
| 018 | AASHTO Section AC4.6.2.2.3a-1 - Enhance program to support 3 girder bridge increase range of applic. for L | 05/08/2001 | open |
| 017 | AASHTO Section AC4.6.2.2.1 - |