[{"data":1,"prerenderedAt":243},["ShallowReactive",2],{"docs:xconstruct:en:references\u002Feurocode2":3},{"id":4,"title":5,"body":6,"description":16,"extension":236,"meta":237,"navigation":238,"path":239,"seo":240,"stem":241,"__hash__":242},"docs_en\u002Fdocs\u002Fxconstruct\u002Freferences\u002Feurocode2\u002Findex.md","Eurocode 2",{"type":7,"value":8,"toc":222},"minimark",[9,13,17,22,51,55,60,122,126,152,157,204,208],[10,11,5],"h1",{"id":12},"eurocode-2",[14,15,16],"p",{},"NEN-EN 1992: Design of concrete structures.",[18,19,21],"h2",{"id":20},"standards-used","Standards Used",[23,24,25,33,39,45],"ul",{},[26,27,28,32],"li",{},[29,30,31],"strong",{},"NEN-EN 1992-1-1 + C2:2011"," - General rules and rules for buildings",[26,34,35,38],{},[29,36,37],{},"NEN-EN 1992-1-1 + C2:2011\u002FNB:2011"," - National Annex",[26,40,41,44],{},[29,42,43],{},"NEN-EN 1992-1-2 + C1:2011"," - Fire design",[26,46,47,50],{},[29,48,49],{},"NEN-EN 1992-1-2 + C1:2011\u002FNB:2011"," - National Annex for fire design",[18,52,54],{"id":53},"clauses-implemented","Clauses implemented",[56,57,59],"h3",{"id":58},"nen-en-1992-1-1-and-its-national-annex","NEN-EN 1992-1-1 and its National Annex",[23,61,62,65,68,71,74,77,80,83,86,89,92,95,98,101,104,107,110,113,116,119],{},[26,63,64],{},"3.1 Concrete",[26,66,67],{},"3.1.6 Design compressive and tensile strengths",[26,69,70],{},"3.1.7 Stress-strain relations for the design of cross-sections",[26,72,73],{},"3.2 Reinforcing steel",[26,75,76],{},"3.2.7 Design assumptions",[26,78,79],{},"4.4.1 Concrete cover",[26,81,82],{},"5.8.3 Simplified criteria for second order effects",[26,84,85],{},"5.8.3.1 Slenderness criterion for isolated members",[26,87,88],{},"5.8.3.2 Slenderness and effective length of isolated members",[26,90,91],{},"5.8.4 Creep",[26,93,94],{},"5.8.8 Method based on nominal curvature",[26,96,97],{},"5.8.8.3 Curvature",[26,99,100],{},"5.8.8.2 Bending moments",[26,102,103],{},"5.8.9 Biaxial bending",[26,105,106],{},"5.2 Geometric imperfections",[26,108,109],{},"6.1 Bending with or without axial force",[26,111,112],{},"9.5 Columns",[26,114,115],{},"9.5.2 Longitudinal reinforcement",[26,117,118],{},"9.6 Walls",[26,120,121],{},"9.6.2 Vertical reinforcement",[56,123,125],{"id":124},"nen-en-1992-1-2-and-its-national-annex-fire","NEN-EN 1992-1-2 and its National Annex (fire)",[23,127,128,131,134,137,140,143,146,149],{},[26,129,130],{},"4.2 Simplified calculation method",[26,132,133],{},"4.2.2 Temperature profiles",[26,135,136],{},"4.2.3 Reduced cross-section",[26,138,139],{},"4.2.4.3 Steel",[26,141,142],{},"5.3 Columns",[26,144,145],{},"Annex B",[26,147,148],{},"B.1 500 °C isotherm method",[26,150,151],{},"B.1.2 Design procedure of a reinforced concrete cross-section, exposed to bending moment and axial load",[153,154,156],"h4",{"id":155},"annex-a-temperature-profiles-used","Annex A - temperature profiles used",[23,158,159,162,165,168,171,174,177,180,183,186,189,192,195,198,201],{},[26,160,161],{},"Fig. A.3: beam, h x b = 150 x 80 - R30",[26,163,164],{},"Fig. A.4: beam, h x b = 300 x 160 - a) R30, b) R60",[26,166,167],{},"Fig. A.5: beam, h x b = 300 x 160 - R90",[26,169,170],{},"Fig. A.7: beam, h x b = 600 x 300 - a) R60, b) R90",[26,172,173],{},"Fig. A.8: beam, h x b = 600 x 300 - R120",[26,175,176],{},"Fig. A.9: beam, h x b = 800 x 500 - a) R90, b) R120",[26,178,179],{},"Fig. A.10: beam, h x b = 800 x 500 - a) R180, b) R240",[26,181,182],{},"Fig. A.11: column, h x b = 300 x 300 - R30",[26,184,185],{},"Fig. A.12: column, h x b = 300 x 300 - R60",[26,187,188],{},"Fig. A.13: column, h x b = 300 x 300 - R90",[26,190,191],{},"Fig. A.14: column, h x b = 300 x 300 - R120",[26,193,194],{},"Fig. A.16: circular column, D = 300 - R30",[26,196,197],{},"Fig. A.17: circular column, D = 300 - R60",[26,199,200],{},"Fig. A.18: circular column, D = 300 - R90",[26,202,203],{},"Fig. A.19: circular column, D = 300 - R120",[18,205,207],{"id":206},"topics-covered","Topics Covered",[23,209,210,213,216,219],{},[26,211,212],{},"Concrete cross-section design",[26,214,215],{},"Punching shear",[26,217,218],{},"Creep and shrinkage",[26,220,221],{},"Reinforcement requirements",{"title":223,"searchDepth":224,"depth":224,"links":225},"",3,[226,228,235],{"id":20,"depth":227,"text":21},2,{"id":53,"depth":227,"text":54,"children":229},[230,231],{"id":58,"depth":224,"text":59},{"id":124,"depth":224,"text":125,"children":232},[233],{"id":155,"depth":234,"text":156},4,{"id":206,"depth":227,"text":207},"md",{},true,"\u002Fdocs\u002Fxconstruct\u002Freferences\u002Feurocode2",{"title":5,"description":16},"docs\u002Fxconstruct\u002Freferences\u002Feurocode2\u002Findex","S90RxJJ-ZxrUdVz5JuU7uTWCdNM_znae7cbiIcMjYoM",1793711151707]