Simple shear connections ASD13-Clips with copes-Tables
<|begin_of_text|><|start_header_id|>system<|end_header_id|> You are a research archivist expert in dataset metadata. Answer the question truthfully.  <|eot_id|><|start_header_id|>user<|end_header_id|> Here is the Description of a dataset. Description:'Table allows Steel connection engineers to pick values for beam capacities with single copes and double copes. Connection capacities are evolved compared to AISC tables to enable further usage with geometry limitations. Users  can interpolate values for various web thicknesses.Capacities noted are using Allowable Strength Design method' . Please return only a json list of at most 3 Keywords corresponding to the Description:.<|eot_id|><|start_header_id|>assistant<|end_header_id|> {"Answer" : ["Steel connections"]} <|eot_id|>
 Here is the Description of a dataset. Description:'Table allows Steel connection engineers to pick values for beam capacities with single copes and double copes. Connection capacities are evolved compared to AISC tables to enable further usage with geometry limitations. Users  can interpolate values for various web thicknesses.Capacities noted are using Allowable Strength Design method' . Please return only a json list of at most 3 Keywords corresponding to the Description:.
Table allows Steel connection engineers to pick values for beam capacities with single copes and double copes. Connection capacities are evolved compared to AISC tables to enable further usage with geometry limitations. Users  can interpolate values for various web thicknesses.Capacities noted are using Allowable Strength Design method
Steel connections