Transcription of Project Job Ref. Section Sheet no./rev. 1
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Project Job Ref. Section Sheet no./rev. 1
Advanced Engineering SolutionsLtdProjectJob EngineeringSheet byKevin MillerDate16/05/2008 Chk'd byKevin MillerDateApp'd byDateRAFT FOUNDATION DESIGN (BS8110 : Part 1 : 1997)TEDDS calculation version ;Library item-Raft titlehedgebedgeaedgehslabhhcoreslabhhcor ethickAsslabtopAsedgetopAsslabbtmAsedgeb tmAsedgelinkSoil and raft definitionSoil definitionAllowable bearing pressure;qallow= of types of soil forming sub-soil;Two or more typesSoil density;FirmDepth of hardcore beneath slab;hhcoreslab=150mm;(Dispersal allowed for bearing pressure check)Depth of hardcore beneath thickenings;hhcorethick=250mm;(Dispersal allowed for bearing pressure check)Density of hardcore; hcore= assumed diameter of local depression; depbasic=2500mmDiameter under slab modified for hardcore; depslab= depbasic-hhcoreslab=2350mmDiameter under thickenings modified for hardcore; depthick= depbasic-hhcorethick=2250mmRaft slab definitionMax dimension/max dimension between joints;lmax= thickness;hslab=250mmConcrete strength;fcu=40N/mm2 Poissons ratio of concrete; = mesh reinforcement strength;fyslab=500N/mm2 Partial safety factor for steel reinforcement; s= C&CA document Concrete ground floors Table 5 Minimum mesh required in top for shrinkage;A142;Actual mesh provided in top;A393 (Asslabtop= 393 mm2/m)Mesh provided i
Advanced Engineering Solutions Ltd Project Job Ref. Section Civil Engineering Sheet no./rev. 1 Calc. by Kevin Miller Date 16/05/2008 Chk'd by Kevin Miller
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