Transcription of Practical Design to Eurocode 2
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Practical Design to Eurocode 2
Autumn 2016 TCC's Eurocode Webinar course: lecture 21 Practical Design to Eurocode 2 The webinar will start at Background, Materials, Cover and Effective SpansLecture 228thSeptember 2015 Autumn 2016 TCC's Eurocode Webinar course: lecture 22Q2. Continuous single-way permanent actions = 6 kN/m2and variable actions = 4 kN/m2, calculate the value of ULS total loading (kN/m2) using Exps ( ), ( ) and ( ) (see BS EN 1990 Table (B) & UK NA). cantilever the Ffactors that should be applied to Gkand Qk:-a) for equilibrium (EQU) (BS EN 1990, Table (A) & UK NA)b) for structural strength (STR) (BS EN 1990, Exp ( ) & UK NA) laReminder: last week:Exercise: Load Arrangements5m5m5mlaLoad Arrangements: Model AnswersQ2 GGkor GGk QQkor Q 0 Qkn( ) x 6+ x 4= kN/m2( ) x 6+ x x 4= kN/m2( ) x x 6+ x 4= kN/m2Q1 Span GGk+ QQkCant GGk+ Gk+ # #Gk+ #Gk+ #Gk# or Gkin each caseAutumn 2016 TCC's Eurocode Webinar course: lecture 23UK NA Load Arrangements: GkSTR/GEO.
Sep 28, 2016 · STR/GEO - 1 1.35Gk or 1.25Gk 1.5Qk STR/GEO - 3 1.35 Gk or 1.25 Gk 1.5Qk 1.0Gk 1.5Qk STR/GEO - 2 STR/GEO - 4 1.0Gk 1.5Qk Design values of actions, ultimate limit state – persistent and transient design situations (Table A1.2(B) Eurocode) Comb’tion expression reference Permanent actions Leading variable action Accompanying variable actions
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