Transcription of Practical Design to Eurocode 2
{{id}} {{{paragraph}}}
Example: stock market
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 - - - 2 STR/GEO - values of actions, ultimate limit state persistent and transient Design situations (Table (B) Eurocode )Comb tionexpression reference Permanent actionsLeading variable actionAccompanying variable actionsUnfavourableFavourableMain(if any) OthersEqn ( ) G,j,sup Gk,j,sup G,j,inf Gk,j,inf Q,1Qk,1 Q,i 0,iQk,iEqn ( ) G,j,sup Gk,j,sup G,j,inf Gk,j,inf Q,1 0,1Qk,1 Q,i 0,iQk,iEqn ( ) G,j,supGk,j,sup G,j,inf Gk,j,inf Q,1Qk,1 Q,i 0,iQk,iULS (GEO/STR)for UK BuildingsEqn ( )
Sep 28, 2016 · 5. Structural analysis 6. Ultimate limit states 7. Serviceability states 8. Detailing of reinforcement an d prestressing tendons – General 9. Detailing of members and particular rules 10. Additional rules for precast and concrete elements and structures 11. Lightweight aggregated concrete structures 12. Plain and lightly reinforced concrete ...
Loading..
Tags:
Information
Domain:
Source:
Link to this page:
Please notify us if you found a problem with this document: