[{"data":1,"prerenderedAt":398},["ShallowReactive",2],{"docs:xfem4u:en:ribbons\u002Fgeneral\u002Fgeometry\u002Fprofiles\u002Fconcrete":3},{"id":4,"title":5,"body":6,"description":348,"extension":391,"meta":392,"navigation":393,"path":394,"seo":395,"stem":396,"__hash__":397},"docs_en\u002Fdocs\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fgeometry\u002Fprofiles\u002Fconcrete\u002Findex.md","Concrete",{"type":7,"value":8,"toc":347},"minimark",[9,13,21,26,29,33,36,40,43,47,50,54,57,61,64,73,77,80,83,86,89,92,96,99,103,109,114,121,125,128,132,135,139,142,146,149,153,159,163,166,177,185,193,197,200,204,207,211,214,218,221,225,228,232,235,239,242,246,250,253,257,260,264,267,271,274,278,281,285,288,294,297,300,303,306,309,312,316],[10,11,5],"h1",{"id":12},"concrete",[14,15,16],"p",{},[17,18],"img",{"alt":19,"src":20},"Concrete profile properties - General tab","\u002Fdocs-assets\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fgeometry\u002Fimages\u002Fconcrete1.png",[22,23,25],"h2",{"id":24},"cross-sectional-shape","Cross Sectional Shape",[14,27,28],{},"You can choose from a big amount of cross sectional shapes. When you chose a shape, you can subsequently adapt the profile dimensions by clicking on the concerning values in the dimension lines.",[22,30,32],{"id":31},"concrete-top-layer","Concrete Top Layer",[14,34,35],{},"Setting whether you want to insert a in-situ concrete top layer with a different concrete grade.",[22,37,39],{"id":38},"prefab","Prefab",[14,41,42],{},"Setting whether you want to use prefab concrete.",[22,44,46],{"id":45},"concrete-grade","Concrete Grade",[14,48,49],{},"The concrete grade.",[22,51,53],{"id":52},"steel-grade","Steel Grade",[14,55,56],{},"The steel grade of the basic and additional reinforcement.",[22,58,60],{"id":59},"creep-coefficient","Creep Coefficient",[14,62,63],{},"The creep coefficient of concrete. By this coefficient the effective creep coefficient is calculated according to EN 1992-1-1 art. 5.8.4.",[14,65,66,67,72],{},"You can insert the creep coefficient yourself or you can have it calculated. See ",[68,69,71],"a",{"href":70},"\u002Fdocs\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fgeometry\u002Fprofiles\u002Fconcrete\u002Fcreep\u002F","Creep",". When the creep coefficient is calculated, a detailed calculation according to EN 1992-1-1 B.1 is displayed in the output as well.",[22,74,76],{"id":75},"granule-diameter","Granule Diameter",[14,78,79],{},"The nominal granule diameter of concrete.",[22,81,82],{"id":82},"h",[14,84,85],{},"The height of the concrete cross section in mm.",[22,87,88],{"id":88},"b",[14,90,91],{},"The width of the concrete cross section in mm.",[22,93,95],{"id":94},"h-concrete-layer","h Concrete Layer",[14,97,98],{},"The height of the in-situ concrete top layer in mm.",[22,100,102],{"id":101},"cover-tab","Cover Tab",[14,104,105],{},[17,106],{"alt":107,"src":108},"Concrete profile properties - Cover tab","\u002Fdocs-assets\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fgeometry\u002Fimages\u002Fconcrete2.png",[110,111,113],"h3",{"id":112},"environmental-class","Environmental Class",[14,115,116,117],{},"The environmental or exposure class is used for the determination of the required cover. See ",[68,118,120],{"href":119},"\u002Fdocs\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fgeometry\u002Fprofiles\u002Fconcrete\u002Fexposure-classes\u002F","Exposure classes",[110,122,124],{"id":123},"concrete-surface","Concrete Surface",[14,126,127],{},"Can be checked, can not be checked or finished.",[110,129,131],{"id":130},"delta_cdev","delta_Cdev",[14,133,134],{},"Execution tolerance of the concrete cover in mm.",[110,136,138],{"id":137},"cover","Cover",[14,140,141],{},"Concrete cover top \u002F bottom in mm.",[110,143,145],{"id":144},"side-cover","Side Cover",[14,147,148],{},"Side cover left \u002F right in mm.",[22,150,152],{"id":151},"reinforcement-tab","Reinforcement Tab",[14,154,155],{},[17,156],{"alt":157,"src":158},"Concrete profile properties - Reinforcement tab","\u002Fdocs-assets\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fgeometry\u002Fimages\u002Fconcrete4.png",[110,160,162],{"id":161},"basic-reinforcement","Basic Reinforcement",[14,164,165],{},"Basic reinforcement top\u002Fbottom",[14,167,168,172,173],{},[169,170,171],"strong",{},"Syntax 1:"," ",[174,175,176],"code",{},"\u003Camount>x\u003Cdiameter> [+\u003Camount>x\u003Cdiameter>...]",[14,178,179,172,182],{},[169,180,181],{},"Syntax 2:",[174,183,184],{},"\u003Cdiameter>-\u003Cctc distance> [+\u003Cdiameter>-\u003Cctc distance>...]",[14,186,187,172,190],{},[169,188,189],{},"Syntax 3:",[174,191,192],{},"\u003Cmm2> [ \u002F \u003Cdiameter>]",[110,194,196],{"id":195},"_2nd-layer","2nd Layer",[14,198,199],{},"Basic reinforcement top \u002F bottom in the second layer.",[110,201,203],{"id":202},"additional-reinforcement-diameters","Additional Reinforcement Diameters",[14,205,206],{},"The diameters by which the additional reinforcement is designed.",[110,208,210],{"id":209},"layers","Layers",[14,212,213],{},"When designing a floor, the option if the basis reinforcement is in the first or in the second layer.",[110,215,217],{"id":216},"transverse-reinforcement","Transverse Reinforcement",[14,219,220],{},"When designing a floor, the diameter of the transverse reinforcement.",[110,222,224],{"id":223},"side-reinforcement","Side Reinforcement",[14,226,227],{},"Side reinforcement can be entered along with the distances.",[110,229,231],{"id":230},"side-reinforcement-in-calculation","Side Reinforcement in Calculation",[14,233,234],{},"That side reinforcement is also included in the calculation of the resistant bending moment. The user can set whether that side reinforcement should be included in the calculation or not. By default, it is off.",[110,236,238],{"id":237},"concrete-trench","Concrete Trench",[14,240,241],{},"Concrete trench in mm.",[22,243,245],{"id":244},"stirrups-tab","Stirrups Tab",[110,247,249],{"id":248},"diameters","Diameters",[14,251,252],{},"Stirrup diameters.",[110,254,256],{"id":255},"distances","Distances",[14,258,259],{},"Stirrup distances.",[110,261,263],{"id":262},"number-of-stirrup-sections","Number of Stirrup Sections",[14,265,266],{},"The number of stirrup sections. For shear force this is normally 2.",[110,268,270],{"id":269},"angle-compression-strut","Angle Compression Strut",[14,272,273],{},"Angle compression strut in degrees.",[110,275,277],{"id":276},"minimum-shear-reinforcement","Minimum Shear Reinforcement",[14,279,280],{},"Setting whether the minimum shear reinforcement should be taken in to account.",[110,282,284],{"id":283},"concrete-interface","Concrete Interface",[14,286,287],{},"In the case of a in-situ concrete top layer, the pouring surface can be entered here.",[14,289,290],{},[17,291],{"alt":292,"src":293},"Pouring surface","\u002Fdocs-assets\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fgeometry\u002Fimages\u002Fstortvlak.png",[110,295,82],{"id":296},"h-1",[14,298,299],{},"Height of the concrete cross section for the shear force calculation in mm.",[110,301,88],{"id":302},"b-1",[14,304,305],{},"Width of the concrete cross section for the shear force calculation in mm.",[110,307,46],{"id":308},"concrete-grade-1",[14,310,311],{},"In case of a in-situ concrete top layer: Concrete grade that needs to be used for the shear force calculation.",[22,313,315],{"id":314},"related-topics","Related Topics",[317,318,319,326,330,335,341],"ul",{},[320,321,322],"li",{},[68,323,325],{"href":324},"\u002Fdocs\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fgeometry\u002Fprofiles\u002F","Profiles",[320,327,328],{},[68,329,71],{"href":70},[320,331,332],{},[68,333,334],{"href":119},"Exposure Classes",[320,336,337],{},[68,338,340],{"href":339},"\u002Fdocs\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fgeometry\u002Fprofiles\u002Fsteel\u002Fsteel\u002F","Steel",[320,342,343],{},[68,344,346],{"href":345},"\u002Fdocs\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fgeometry\u002Fprofiles\u002Ftimber\u002Ftimber\u002F","Timber",{"title":348,"searchDepth":349,"depth":349,"links":350},"",3,[351,353,354,355,356,357,358,359,360,361,362,369,379,390],{"id":24,"depth":352,"text":25},2,{"id":31,"depth":352,"text":32},{"id":38,"depth":352,"text":39},{"id":45,"depth":352,"text":46},{"id":52,"depth":352,"text":53},{"id":59,"depth":352,"text":60},{"id":75,"depth":352,"text":76},{"id":82,"depth":352,"text":82},{"id":88,"depth":352,"text":88},{"id":94,"depth":352,"text":95},{"id":101,"depth":352,"text":102,"children":363},[364,365,366,367,368],{"id":112,"depth":349,"text":113},{"id":123,"depth":349,"text":124},{"id":130,"depth":349,"text":131},{"id":137,"depth":349,"text":138},{"id":144,"depth":349,"text":145},{"id":151,"depth":352,"text":152,"children":370},[371,372,373,374,375,376,377,378],{"id":161,"depth":349,"text":162},{"id":195,"depth":349,"text":196},{"id":202,"depth":349,"text":203},{"id":209,"depth":349,"text":210},{"id":216,"depth":349,"text":217},{"id":223,"depth":349,"text":224},{"id":230,"depth":349,"text":231},{"id":237,"depth":349,"text":238},{"id":244,"depth":352,"text":245,"children":380},[381,382,383,384,385,386,387,388,389],{"id":248,"depth":349,"text":249},{"id":255,"depth":349,"text":256},{"id":262,"depth":349,"text":263},{"id":269,"depth":349,"text":270},{"id":276,"depth":349,"text":277},{"id":283,"depth":349,"text":284},{"id":296,"depth":349,"text":82},{"id":302,"depth":349,"text":88},{"id":308,"depth":349,"text":46},{"id":314,"depth":352,"text":315},"md",{},true,"\u002Fdocs\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fgeometry\u002Fprofiles\u002Fconcrete",{"title":5,"description":348},"docs\u002Fxfem4u\u002Fribbons\u002Fgeneral\u002Fgeometry\u002Fprofiles\u002Fconcrete\u002Findex","Sj2lfu4PkwS7B7RUhFyhHl46e1NFk2S_YMMG5CVzVBQ",1793711134029]