{"text_format":"2","workbook":"xls","n_sheets":1,"sheets":["report2"],"not_rendered":{"charts":0,"images":0,"macros":0,"external_links":1,"defined_names":1,"comments":0,"pivot_tables":0},"unopened":[],"bounds":{"document_bytes":16777216,"sheet_cells":100000,"run_cost":"one","rows_first":2000,"rows_last":500,"rows_between":2000,"halvings":0,"cell_chars":16384,"cell_head_chars":4096},"cells_cut":0,"cells_raw":0,"read":"whole","date_system":"1900","formulas":"cached_only"}

{"sheet":"report2","index":0,"n_rows":18,"n_cols":5,"rows_kept":18,"cut":false,"hidden":false,"merged":[[0,2,0,3],[0,4,0,5],[1,2,1,3],[1,4,1,5],[2,2,2,3],[2,4,2,5],[3,2,3,3],[5,2,5,3],[9,2,9,3],[10,2,10,3],[11,2,11,3],[12,2,12,3],[13,2,13,3],[14,2,14,3]],"flags":["formulas_cached_only"]}
[null,"1.","Record Nr.",null,"UNINA9910831085803321"]
[null,null,"Autore",null,"Yu Wei-wen <1924->"]
[null,null,"Titolo",null,"Cold-formed steel design / / Wei-Wen Yu, Roger A. LaBoube, Helen Chen"]
[null,null,"Pubbl/distr/stampa",null,"Hoboken, NJ : , : Wiley, , [2020]"]
[{"$nulls":4},"©2020"]
[null,null,"ISBN",null,"1-119-48741-2"]
[{"$nulls":4},"1-5231-3288-4"]
[{"$nulls":4},"1-119-48742-0"]
[{"$nulls":4},"1-119-48738-2"]
[null,null,"Edizione",null,"[Fifth edition.]"]
[null,null,"Descrizione fisica",null,"1 online resource (x, 513 pages)"]
[null,null,"Disciplina",null,"624.1821"]
[null,null,"Soggetti",null,"Building, Iron and steel"]
[null,null,"Lingua di pubblicazione",null,"Inglese"]
[null,null,"Formato",null,"Materiale a stampa"]
[null,null,null,"Livello bibliografico","Monografia"]
[null,null,null,"Note generali","Includes index."]
[null,null,null,"Sommario/riassunto","\"Since it first published in 1985, Cold-Formed Steel Design has been hailed by professionals around the world as the definitive text for those who design for and work with cold-formed steel. There is no competition when it comes to the extensive coverage of both theory and practice of cold-formed steel construction. This Fifth Edition is updated to reflect the 2016 AISI North American Specification for the Design of Cold-Formed Steel Structural Members. The text has been revised to incorporate the Direct Strength Method (DSM) in the main body of design provisions\"--"]