{"id":"W2756383603","doi":"10.1002/cepa.431","title":"13.08: Plastic resistance of U sections under major‐axis bending, shear force and bi‐moments","year":2017,"lang":"en","type":"article","venue":"ce/papers","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"ca_institutions":"Université Laval","funders":"","keywords":"Eurocode; Bending moment; Parametric statistics; Structural engineering; Section (typography); Shear (geology); Bending; Shear force; Moment (physics); Pure bending; Plastic bending; Materials science; Mechanics; Mathematics; Physics; Engineering; Bending stiffness; Classical mechanics; Composite material; Computer science","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00004861287,0.0001447471,0.0001954031,0.0001092936,0.0002760771,0.00008762054,0.0001871659,0.00007182321,0.0001217037],"category_scores_gemma":[0.00009228523,0.0001443728,0.00006743718,0.00009744469,0.0001068364,0.0001574303,0.00005029988,0.0001265121,0.00001032936],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00008144775,"about_ca_system_score_gemma":0.000007809414,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00009304262,"about_ca_topic_score_gemma":0.0003081284,"domain_scores_codex":[0.9992449,0.000008032761,0.0001661815,0.0002022077,0.0001539227,0.0002247249],"domain_scores_gemma":[0.9993572,0.00006557906,0.00006118421,0.000408686,0.00002129616,0.00008604043],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.00008499176,0.00003351543,0.0713691,0.0008712584,0.002027524,0.00002658788,0.001750586,0.0601397,0.8548257,0.005079253,0.002008305,0.001783439],"study_design_scores_gemma":[0.001477316,0.00006839648,0.9119661,0.0003636544,0.000477082,0.00001522173,0.0008137445,0.004846346,0.07436175,0.001299577,0.00345768,0.0008531074],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9676661,0.0002336892,0.0001086337,0.00004837344,0.0003885327,0.00006242162,0.00001835545,0.0001036316,0.03137026],"genre_scores_gemma":[0.9933481,0.00005846557,0.000244111,0.000008148292,0.00005078659,0.000005765044,0.000004142905,0.00002714695,0.00625339],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.840597,"threshold_uncertainty_score":0.588735,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.009141592018978224,"score_gpt":0.2211463066355959,"score_spread":0.2120047146166177,"validation_status":"score_only:v0-immature-baseline","note":"Baseline scores from an immature model (maturity gate not passed). Scores rank; they never assert a category."}}