{"id":"W2004623033","doi":"10.1139/l06-128","title":"Strength of Class 3 steel W sections in weak axis bending","year":2007,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Flange; Structural engineering; Buckling; Bending; Bending moment; Neutral axis; Plastic bending; Mathematics; Bending stiffness; Engineering; Beam (structure)","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004011132,0.0002706012,0.000210939,0.0007300952,0.0002296365,0.0004586133,0.0004281601,0.0003738423,0.002541483],"category_scores_gemma":[0.0009547008,0.0002114811,0.0002834914,0.0002237389,0.0007195035,0.0004490656,0.0004466706,0.0002045188,0.0003948223],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002555738,"about_ca_system_score_gemma":0.0002432092,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0005815637,"about_ca_topic_score_gemma":0.0007755458,"domain_scores_codex":[0.9998419,0.00002011406,0.000008143666,0.00002784059,0.00007009304,0.00003195308],"domain_scores_gemma":[0.9995638,0.0001795,0.000106275,0.00003570592,0.00006805194,0.00004672429],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0006535907,0.0001247986,0.03219104,0.0002712239,0.00008400105,0.001268162,0.0004937652,0.2577327,0.5846641,0.05553145,0.0007803657,0.06620471],"study_design_scores_gemma":[0.0000550427,0.001360309,0.127075,0.0001596679,0.0001160953,0.001921759,0.0006921463,0.49222,0.3251037,0.04452642,0.006584221,0.0001856064],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.958438,0.0002882508,0.02581376,0.00004099389,0.000009443847,0.00001418509,0.0001083294,0.00007784483,0.01520918],"genre_scores_gemma":[0.9985057,0.00005897063,0.0006043483,0.000007028556,0.000002844784,0.000007804851,0.00002660827,0.000007854265,0.0007788801],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002541483,"threshold_uncertainty_score":0.008502126,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.006124012021526575,"score_gpt":0.1865191963805723,"score_spread":0.1803951843590457,"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."}}