{"text_format":"1","workbook":"xlsx","n_sheets":4,"sheets":["Circular plate+hole-sym.load","Circular plate+hole-antisy.load","Circular plate-sym.load","Circular plate-antisym.load"],"not_rendered":{"charts":0,"images":8,"macros":1,"external_links":0,"defined_names":3,"comments":0,"pivot_tables":0},"unopened":[],"bounds":{"document_bytes":16777216,"sheet_cells":100000,"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"}

{"sheet":"Circular plate+hole-sym.load","index":0,"n_rows":53,"n_cols":8,"rows_kept":53,"cut":false,"hidden":false,"merged":[]}
[null,"Circular plates with center hole and rotationally symmetric load"]
[]
[null,"Plate theory","KIRCHHOFF-theory with linear elastic material behavior"]
[]
[null,"Notice","Input"]
[null,null,"Output"]
[null,null,"0 < r0 < = r1 < r2 < a; r > 0"]
[null,null,"Start calculation by pushing the button \"Start calculation\"",null,null,null,null,"Drawing"]
[]
["Parameter"]
[null,null,"Parameter","Symbol","Unit","Value"]
[null,"Material "]
[null,null,"Young's moduls","E","N/mm²",70000]
[null,null,"Poisson's ratio","μ","[-]",0.23]
[]
[null,"Geometry"]
[null,null,"Plate thickness","h","[mm]",10]
[null,null,"Radius of center hole","r0","[mm]",10]
[null,null,"Radius of the inner load circle p1","r1","[mm]",10]
[null,null,"Radius of the outer load circle p2","r2","[mm]",30]
[null,null,"Radius of support","a","[mm]",60]
[]
[]
[null,"Load"]
[null,null,"Load at the inner load circle at ϕ = 0° and r1","p1","[N/mm]",2]
[null,null,"Load at the outer load circle at ϕ = 0° and r2","p2","[N/mm]",1]
[]
["Results"]
[]
[]
[null,"Input"]
[null,null,"Radius","r","[mm]",10]
[null,null,"Angle","ϕ","[°]",0]
[]
[null,"Output"]
[null,null,"Resulting force","Fz","[N]",3560.4716740684285]
[null,null,"Vertical displacement","w(r,ϕ)","[mm]",0.10358079498299988]
[null,null,"Max. principal stress 1 at z = h/2","σH1(r,ϕ)","[N/mm²]",59.532181552918686]
[null,null,"Max. principal stress 2 at z = h/2","σH2(r,ϕ)","[N/mm²]",3.524958103184872E-15]
[]
["Autoren"]
[null,"Dipl.-Ing. Matthias Seel, Wissenschaftlicher Mitarbeiter an der Professur für Baukonstruktion und Bauphysik, UniBw München"]
[null,"Martin Botz, Wissenschaftliche Hilfskraft an der Professur für Baukonstruktion und Bauphysik, UniBw München"]
[null,"Hannes Spitzhüttl, Wissenschaftliche Hilfskraft an der Professur für Baukonstruktion und Bauphysik, UniBw München"]
[]
[]
["Kontakt","Univ.-Prof. Dr.-Ing. Geralt Siebert"]
[null,"Universität der Bundeswehr München"]
[null,"Professur für Baukonstruktion und Bauphysik"]
[null,"Werner-Heisenberg-Weg 39"]
[null,"85577 Neubiberg"]
[null,"Germany"]
[null,"www.unibw.de/glasbau"]

{"sheet":"Circular plate+hole-antisy.load","index":1,"n_rows":53,"n_cols":8,"rows_kept":53,"cut":false,"hidden":false,"merged":[]}
[null,"Circular plates with center hole and rotationally antisymmetric load"]
[]
[null,"Plate theory","KIRCHHOFF-theory with linear elastic material behavior"]
[]
[null,"Notice","Input"]
[null,null,"Output"]
[null,null,"0 < r0 < = r1 < r2 < a; r > 0"]
[null,null,"Start calculation by pushing the button \"Start calculation\"",null,null,null,null,"Drawing"]
[]
["Parameter"]
[null,null,"Parameter","Symbol","Unit","Value"]
[null,"Material "]
[null,null,"Young's moduls","E","N/mm²",70000]
[null,null,"Poisson's ratio","μ","[-]",0.23]
[]
[null,"Geometry"]
[null,null,"Plate thickness","h","[mm]",10]
[null,null,"Radius of center hole","r0","[mm]",10]
[null,null,"Radius of the inner load circle p1","r1","[mm]",10]
[null,null,"Radius of the outer load circle p2","r2","[mm]",30]
[null,null,"Radius of support","a","[mm]",60]
[]
[]
[null,"Load"]
[null,null,"Load at the inner load circle at ϕ = 0° and r1","p1","[N/mm]",1]
[null,null,"Load at the outer load circle at ϕ = 0° and r2","p2","[N/mm]",2]
[]
["Results"]
[]
[]
[null,"Input"]
[null,null,"Radius","r","[mm]",10]
[null,null,"Angle","ϕ","[°]",0]
[]
[null,"Output"]
[null,null,"Resulting moment","M","[Nmm]",45029.494701453659]
[null,null,"Vertical displacement","w(r,ϕ)","[mm]",5.4238165396864307E-3]
[null,null,"Max. principal stress 1 at z = h/2","σH1(r,ϕ)","[N/mm²]",9.9011046391814173]
[null,null,"Max. principal stress 2 at z = h/2","σH2(r,ϕ)","[N/mm²]",-1.2225463696946548E-15]
[]
["Autoren"]
[null,"Dipl.-Ing. Matthias Seel, Wissenschaftlicher Mitarbeiter an der Professur für Baukonstruktion und Bauphysik, UniBw München"]
[null,"Martin Botz, Wissenschaftliche Hilfskraft an der Professur für Baukonstruktion und Bauphysik, UniBw München"]
[null,"Hannes Spitzhüttl, Wissenschaftliche Hilfskraft an der Professur für Baukonstruktion und Bauphysik, UniBw München"]
[]
[]
["Kontakt","Univ.-Prof. Dr.-Ing. Geralt Siebert"]
[null,"Universität der Bundeswehr München"]
[null,"Professur für Baukonstruktion und Bauphysik"]
[null,"Werner-Heisenberg-Weg 39"]
[null,"85577 Neubiberg"]
[null,"Germany"]
[null,"www.unibw.de/glasbau"]

{"sheet":"Circular plate-sym.load","index":2,"n_rows":52,"n_cols":8,"rows_kept":52,"cut":false,"hidden":false,"merged":[]}
[null,"Circular plates under rotationally symmetric load"]
[]
[null,"Plate theory","KIRCHHOFF-theory with linear elastic material behavior"]
[]
[null,"Notice","Input"]
[null,null,"Output"]
[null,null,"0 < r1 < r2 < a; r > 0"]
[null,null,"Start calculation by pushing the button \"Start calculation\"",null,null,null,null,"Zeichnung"]
[]
["Parameter"]
[null,null,"Parameter","Symbol","Unit","Value"]
[null,"Material "]
[null,null,"Young's moduls","E","N/mm²",70000]
[null,null,"Poisson's ratio","μ","[-]",0.23]
[]
[null,"Geometry"]
[null,null,"Plate thickness","h","[mm]",10]
[null,null,"Radius of the inner load circle p1","r1","[mm]",0.1]
[null,null,"Radius of the outer load circle p2","r2","[mm]",30]
[null,null,"Radius of support","a","[mm]",60]
[]
[]
[null,"Load"]
[null,null,"Load at the inner load circle at ϕ = 0° and r1","p1","[N/mm]",2]
[null,null,"Load at the outer load circle at ϕ = 0° and r2","p2","[N/mm]",1]
[]
["Results"]
[]
[]
[null,"Input"]
[null,null,"Radius","r","[mm]",0.1]
[null,null,"Angle","ϕ","[°]",0]
[]
[null,"Output"]
[null,null,"Resulting force","Fz","[N]",3773.0004170837778]
[null,null,"Vertical displacement","w(r,ϕ)","[mm]",9.2615575806745093E-2]
[null,null,"Max. principal stress 1 at z = h/2","σH1(r,ϕ)","[N/mm²]",34.442609057983205]
[null,null,"Max. principal stress 2 at z = h/2","σH2(r,ϕ)","[N/mm²]",34.442609057983205]
[]
["Autoren"]
[null,"Dipl.-Ing. Matthias Seel, Wissenschaftlicher Mitarbeiter an der Professur für Baukonstruktion und Bauphysik, UniBw München"]
[null,"Martin Botz, Wissenschaftliche Hilfskraft an der Professur für Baukonstruktion und Bauphysik, UniBw München"]
[null,"Hannes Spitzhüttl, Wissenschaftliche Hilfskraft an der Professur für Baukonstruktion und Bauphysik, UniBw München"]
[]
[]
["Kontakt","Univ.-Prof. Dr.-Ing. Geralt Siebert"]
[null,"Universität der Bundeswehr München"]
[null,"Professur für Baukonstruktion und Bauphysik"]
[null,"Werner-Heisenberg-Weg 39"]
[null,"85577 Neubiberg"]
[null,"Germany"]
[null,"www.unibw.de/glasbau"]

{"sheet":"Circular plate-antisym.load","index":3,"n_rows":52,"n_cols":8,"rows_kept":52,"cut":false,"hidden":false,"merged":[]}
[null,"Circular plates under rotationally antisymmetric load"]
[]
[null,"Plate theory","KIRCHHOFF-theory with linear elastic material behavior"]
[]
[null,"Notice","Input"]
[null,null,"Output"]
[null,null,"0 < r1 < r2 < a; r > 0"]
[null,null,"Start calculation by pushing the button \"Start calculation\"",null,null,null,null,"Drawing"]
[]
["Parameter"]
[null,null,"Parameter","Symbol","Unit","Value"]
[null,"Material "]
[null,null,"Young's moduls","E","[N/mm²]",70000]
[null,null,"Poisson's ratio","μ","[-]",0.23]
[]
[null,"Geometry"]
[null,null,"Plate thickness","h","[mm]",10]
[null,null,"Radius of the inner load circle p1","r1","[mm]",1E-3]
[null,null,"Radius of the outer load circle p2","r2","[mm]",30]
[null,null,"Radius of support","a","[mm]",60]
[]
[]
[null,"Load"]
[null,null,"Load at the inner load circle at ϕ = 0° and r1","p1","[N/mm]",2]
[null,null,"Load at the outer load circle at ϕ = 0° and r2","p2","[N/mm]",5]
[]
["Results"]
[]
[]
[null,"Input"]
[null,null,"Radius","r","[mm]",20]
[null,null,"Angle","ϕ","[°]",0]
[]
[null,"Output"]
[null,null,"Resulting moment","M","[Nmm]",120165.21211789758]
[null,null,"Vertical displacement","w(r,ϕ)","[mm]",1.9121145975507282E-2]
[null,null,"Max. principal stress 1 at z = h/2","σH1(r,ϕ)","[N/mm²]",27.990768244357593]
[null,null,"Max. principal stress 2 at z = h/2","σH2(r,ϕ)","[N/mm²]",16.170040227249771]
[]
["Autoren"]
[null,"Dipl.-Ing. Matthias Seel, Wissenschaftlicher Mitarbeiter an der Professur für Baukonstruktion und Bauphysik, UniBw München"]
[null,"Martin Botz, Wissenschaftliche Hilfskraft an der Professur für Baukonstruktion und Bauphysik, UniBw München"]
[null,"Hannes Spitzhüttl, Wissenschaftliche Hilfskraft an der Professur für Baukonstruktion und Bauphysik, UniBw München"]
[]
[]
["Kontakt","Univ.-Prof. Dr.-Ing. Geralt Siebert"]
[null,"Universität der Bundeswehr München"]
[null,"Professur für Baukonstruktion und Bauphysik"]
[null,"Werner-Heisenberg-Weg 39"]
[null,"85577 Neubiberg"]
[null,"Germany"]
[null,"www.unibw.de/glasbau"]