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Updates to Volume II between December 18, 2024 and March 10, 2025 
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We describe in the following how Volume II of the DRAFT User's Manual has changed since the last DRAFT manual. We categorize the changes into New and Error Fixes and Clarifications. We exclude typo fixes and prosaic rearrangements from this document.

New
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*EOS_041 / *EOS_HVRB: New keyword.

*MAT_ADD_EROSION: Added support for 3D tables to LCFLD. Added FFUNC to Card 5. Added Remark 5.

*MAT_ADD_GENERALIZED_DAMAGE: Added LCREGD < 0.

*MAT_020 / *MAT_RIGID: Added BNDLCO to Card 3.

*MAT_024 / *MAT_PIECEWISE_LINEAR_PLASTICITY: Added VP = 4 and RFILTF.

*MAT_172 / *MAT_CONCRETE_EC2: Added TYPESC = 5, 6, 15, and 16 on Card 7. Updated definitions of P_OR_F, EFFD, and GAMSC for these new additions. Added Card 7.1. Added parts e and f to Remark 5. Added to first paragraph of Remark 5 that TYPESC is only available for shells through R16 but with R17 will be available for both shells and beams. 

*MAT_196 / *MAT_GENERAL_SPRING_DISCRETE_BEAM: Added MDFAIL to Card 1. Added Remarks 5 and 6.

*MAT_240 / *MAT_COHESIVE_MIXED_MODE_ELASTOPLASTIC_RATE: Added EMOD < 0.0 on Card 1. Added GMOD < 0.0 on Card 1.

*MAT_262 / *MAT_LAMINATED_FRACTURE_DAIMLER_CAMANHO: Added paragraph above Card Summary.

*MAT_272 / *MAT_RHT: Added BETAC < 0.0. Added BETAT < 0.0.

Error Fixes and Clarifications
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*MAT_119 / *MAT_GENERAL_NONLINEAR_6DOF_DISCRETE_BEAM: Fixed error in equation for A_c in Remark 1.

*MAT_207 / *MAT_SOIL_SANISAND: Clarified in description of G0 and in Remark 6 that G0 is dimensionless.

*MAT_215 / *MAT_4A_MICROMEC: Removed restriction of working only in explicit from the first paragraph.

*MAT_261 / *MAT_LAMINATED_FRACTURE_DAIMLER_PINHO: Added last two sentences to the < 0.0 case for ENKINK, ENA, ENB, ENT, and ENL. Modified the description of the < 0.0 case for XC, XT, YC, YT, and SL. For LCSS, modified the load curve and tabular data descriptions to more clearly express the logarithmic case. Moved the logarithmic description to Remark 5 and expanded upon it to include load curves.