Easy And Cover Estimating

งานฐานราก

rule

ตัวอย่างการใช้งานแบบสด : | Beam  | Column | Footing | PierColumn | Slab | Stair | Wall |


งานฐานราก

 

rule

 

Spread Footing

  • Cut
    Distance = Depth/Tan(Slope)
    TopWidth = Width+2*(Space+Distance)
    TopLength= Length+2*(Space+Distance)
    BottomWidth=Width+2*Space
    BottomLength=Length+2*Space
    BottomArea=BottomWidth*BottomLength
    TopArea=TopWidth*TopLength
    Cut = (TopArea+BottomArea+Sqr(BottomArea*TopArea))*Depth/3
  • SandFill = (Width+2*OverSize)*(Length+2*OverSize)*ThicknessSandFill
  • LeanConcrete = (Width+2*OverSize)*(Length+2*OverSize)*ThicknessLeanConcrete
  • Concrete = Width*Length*Higth+(Width*Length+0.10+Sqr(Width*Length*0.10)) *HigthTaper/3
  • Form = (Width+Length)*2*Higth
  • FillBack = Cut-Concrete-SandFill-LeanConcrete
  • LowerWidthBar = (Width-FootingCovering*2+2*(Higth-FootingCovering*2)) *NumLowerWidthBar*WeighOfBar
  • LowerLengthBar = (Length-FootingCovering*2+2*(Higth-FootingCovering*2)) *NumLowerLengthBar*WeighOfBar
  • UpperWidthBar = (Width-FootingCovering*2+2*NumUpperWidthBar*WeighOfBar
  • UpperLengthBar =(Length-FootingCovering*2+2*NumUpperLengthBar*WeighOfBar
  • HookWidthBar = HookLength*NumLowerWidthBar*WeighOfBar
  • HookLengthBar = HookLength *NumLowerLengthBar*WeighOfBar
  • StirrupBar = ((Length+Width)*2-FootingCovering*2)*NumStirrupBar*WeighOfBar
  • Wire = TotalBar*ConstantWire/1000
  • Nail = Form*ConStantNail

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rule

 

PililngCap Footing

  • Pililng = NumPile
  • Cut = Distance = Depth/Tan(Slope)
    TopWidth = Width+2*(Space+Distance)
    TopLength= Length+2*(Space+Distance)
    BottomWidth=Width+2*Space
    BottomLength=Length+2*Space
    BottomArea=BottomWidth*BottomLength
    TopArea=TopWidth*TopLength
    Cut = (TopArea+BottomArea+Sqr(BottomArea*TopArea))*Depth/3
  • SandFill = ((Length+2*OverSize)^2)*ThicknessSandFill
  • LeanConcrete = ((Length+2*OverSize)^2)*ThicknessLeanConcrete
  • Concrete = Length^2*Higth-SectionAreaPile*Lapse
  • Form = Length*4*Higth
  • FillBack = Cut-Concrete-SandFill-LeanConcrete
  • LowerBar = (Length-FootingCovering*2+2*(Higth-Lapse-FootingCovering*2)) *NumLowerBar*WeighOfBar
  • SidingBar = (Higth-FootingCovering*2)+2*NumSidingBar*WeighOfBar
  • HookLowerBar = HookLength *NumLowerBar*WeighOfBar
  • HookSidingBar =HookLength *NumSidingBar*WeighOfBar
  • StirrupBar = ((Length*4-FootingCovering*4)*NumStirrupBar*WeighOfBar
  • Wire = TotalBar*ConstantWire/1000
  • Nail = Form*ConStantNail

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rule

 

Circular Footing

  • Pililng = NumPile
  • Cut Distance = Depth/Tan(Slope)
    BottomArea=3.14159*(Diameter+2*Space)^2/4
    TopArea=3.14159*(Diameter+2*(Space+Distant))^2/4
    Cut = (TopArea+BottomArea+Sqr(BottomArea*TopArea))*Depth/3
  • SandFill = 3.14159*(Diameter+2*OverSize)^2 /4*ThicknessSandFill
  • LeanConcrete = 3.14159*(Diameter+2*OverSize)^2 /4*ThicknessLeanConcrete
  • Concrete = 3.14159*(Diameter)^2 /4*Higth
  • Form = 3.14159*Diameter*Higth
  • FillBack = Cut-Concrete-SandFill-LeanConcrete
  • LowerBar
    NumLowerBar = (Diameter/AdLowerBar)*2
    AreaFooting = 3.14159*(Diameter-FootingCovering)^2 /4
    Length = Sqr(AreaFooting)
    NumBar = Length/AdLowerBar
    LengthBar = Length*NumBar*2
    LowerBar = (LengthBar+NumLowerBar*2*(Higth-2*FootingCovering)) *WeighOfBar
  • UpperBar
    NumUpperBar = (Diameter/AdUpperBar)*2
    AreaFooting = 3.14159*(Diameter-FootingCovering)^2 /4
    Length = Sqr(AreaFooting)
    NumBar = Length/AdUpperBar
    LengthBar = Length*NumBar*2
    UpperBar = (LengthBar+NumUpperBar*2*(Higth-2*FootingCovering)) *WeighOfBar
  • HookLowerBar = HookLength *NumLowerBar*WeighOfBar
  • HookUpperBar = HookLength *NumUpperBar*WeighOfBar
  • StirrupBar = 3.14159*Diameter*NumStirrupBar*WeighOfBar
  • Wire = TotalBar*ConstantWire/1000
  • Nail = Form*ConStantNail


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rule

 

Triangular Footing

  • Pililng = NumPile
  • Cut Distance = Depth/Tan(Slope)
    TopWidth = (Length1+Length2)*0.866+2*(Space+Distance)
    TopLength= Length1+Length2+2*(Space+Distance)
    BottomWidth=(Length1+Length2)*0.866+2*Space
    BottomLength= Length1+Length2+2*Space
    BottomArea=BottomWidth*BottomLength
    TopArea=TopWidth*TopLength
    Cut = (TopArea+BottomArea+Sqr(BottomArea*TopArea))*Depth/3
  • SandFill
    La1=Length1+2*Length2
    La2=La1*0.866
    Area=(La1*La2 /2) -(3*Length2^2*0.866/2)
    Lo1=2.3094*Space+La1
    Lo2=Lo1*0.866
    AreaOverSize=(Lo1*Lo2/2)-3*(Length2+1.1547*Space)^2*0.866/2
    SandFill= AreaOverSize*ThicknessSandFil
  • LeanConcrete = AreaOverSize *ThicknessLeanConcrete
  • Concrete = Area*Higth
  • Form = (Length1+Higth2)*3*Higth
  • FillBack = Cut-Concrete-SandFill-LeanConcrete
  • LowerBar = (Sqr(Length1^2+Length^2)-FootingCovering*2+2*(Higth-FootingCovering*2))*

NumLowerBar*WeighOfBar

  • HookLowerBar = HookLength *NumLowerBar*WeighOfBar
  • StirrupBar = ((Length1+Length2)+3-FootingCovering*3)*NumStirrup*WeighOfBar
  • Wire = TotalBar*ConstantWire/1000
  • Nail = Form*ConStantNail


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rule

 

Triangular (TwoLayer) Footing

  • Pililng = NumPile
  • Cut Distance = Depth / Tan(Slope)
    TopWidth = Width + 2 * (Space + Distance)
    TopLength = Long + 2 * (Space + Distance)
    BottomLength = Long + 2 * Space
    BottomWidth = Width + 2 * Space
    BottomArea = BottomWidth * BottomLength
    TopArea = TopWidth * TopLength
    Cut = (TopArea + BottomArea + Sqr(BottomArea * TopArea)) * Depth / 3
  • SandFill
    Area = FWidth * FLong - (FWidth - Length2) / 2 * (FLong - Length1)
    AreaOverSize = (Width + OverSize * 2) * (Long + OverSize * 2) - (Width - Length2) / 2 * (Long - Length1)
    SandFill= AreaOverSize*ThicknessSandFil
  • LeanConcrete = AreaOverSize *ThicknessLeanConcrete
  • Concrete = Area*Higth
  • Form = (Width + Length1 * 2 + Length2 + 2 * Sqr((Long - Length1) ^ 2 + ((Width - Length2) / 2) ^ 2)) * Higth
  • FillBack = Cut-Concrete-SandFill-LeanConcrete
  • WidthBar1 = (Width - ConstantFootingCovering * 2 + 2 * (Higth - ConstantFootingCovering * 2)) * WidthBar1 *NumWidthBar1*WeighOfBar
  • WidthBar2=(Width - (Width - Length2) / 2 - ConstantFootingCovering * 2 + 2 * (Higth - ConstantFootingCovering * 2)) * NumWidthBar2*WeighOfBar
  • LongBar1=(Long - ConstantFootingCovering * 2 + 2 * (Higth - ConstantFootingCovering * 2)) * Num LongBar1*WeighOfBar
  • LongBar2= (Long / 2 + Length1 / 2 - ConstantFootingCovering * 2 + 2 * (Higth - ConstantFootingCovering * 2)) * Num LongBar2*WeighOfBar
  • HookWidthBar1 = HookLength*NumWidthBar1*WeighOfBar
  • HookWidthBar2 = HookLength *NumWidthBar2*WeighOfBar
  • HookLongBar1 = HookLength *NumLongBar1*WeighOfBar
  • HookLongBar2 = HookLength *NumLongBar2*WeighOfBar
    StirrupBar (Width + Length1 * 2 + Length2 + 2 * Sqr((Long - Length1) ^ 2 + ((Width - Length2) / 2) ^ 2)) *NumStirrup*WeighOfBar
  • Wire = TotalBar*ConstantWire/1000
  • Nail = Form*ConStantNail


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rule

 

Rectangular Footing

  • Piling = NumPile
  • Cut
    Distance = Depth/Tan(Slope)
    TopWidth = Width+2*(Space+Distance)
    TopLength= Length+2*(Space+Distance)
    BottomWidth=Width+2*Space
    BottomLength=Length+2*Space
    BottomArea=BottomWidth*BottomLength
    TopArea=TopWidth*TopLength
    Cut = (TopArea+BottomArea+Sqr(BottomArea*TopArea))*Depth/3
  • SandFill = (Width+2*OverSize)*(Length+2*OverSize)*ThicknessSandFill
  • LeanConcrete = (Width+2*OverSize)*(Length+2*OverSize)*ThicknessLeanConcrete
  • Concrete = Width*Length*Higth+(Width*Length+0.10+Sqr(Width*Length*0.10)) *HigthTaper/3
  • Form = (Width+Length)*2*Higth
  • FillBack = Cut-Concrete-SandFill-LeanConcrete
  • LowerWidthBar = (Width-FootingCovering*2+2*(Higth-FootingCovering*2)) *NumLowerWidthBar*WeighOfBar
  • LowerLengthBar = (Length-FootingCovering*2+2*(Higth-FootingCovering*2)) *NumLowerLengthBar*WeighOfBar
  • UpperWidthBar = (Width-FootingCovering*2+2*NumUpperWidthBar*WeighOfBar
  • UpperLengthBar = (Length-FootingCovering*2+2*NumUpperLengthBar*WeighOfBar
  • HookWidthBar = HookLength *NumLowerWidthBar*WeighOfBar
  • HookLengthBar = HookLength *NumLowerLengthBar*WeighOfBar
  • StirrupBar = ((Length+Width)*2-FootingCovering*2)*NumStirrupBar*WeighOfBar
  • Wire = TotalBar*ConstantWire/1000
  • Nail = Form*ConStantNail


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rule

 

Hexagonal Footing

  • Pililng = NumPile
  • Cut Distance = Depth/Tan(Slope)
    Diameter = Sqr(3)*Length
    BottomArea=3.14159*(Diameter+2*Space)^2/4
    TopArea=3.14159*(Diameter+2*(Space+Distant))^2/4
    Cut = (TopArea+BottomArea+Sqr(BottomArea*TopArea))*Depth/3
  • SandFill = 0.866*(Diameter+2*OverSize)^2 *ThicknessSandFill
  • LeanConcrete = 0.866*(Diameter+2*OverSize)^2 *ThicknessLeanConcrete
  • Concrete = 0.866*(Diameter)^2 /4*Higth
  • Form = 6*Length*Higth
  • FillBack = Cut-Concrete-SandFill-LeanConcrete
  • LowerBar
    NumLowerBar = (Diameter/AdLowerBar)*2
    AreaFooting = 0.866*(Diameter-FootingCovering)^2
    Length = Sqr(AreaFooting)
    NumBar = Length/AdLowerBar
    LengthBar = Length*NumBar*2
    LowerBar = (LengthBar+NumLowerBar*2*(Higth-2*FootingCovering)) *WeighOfBar
  • UpperBar
    NumUpperBar = (Diameter/AdUpperBar)*2
    AreaFooting = 0.866*(Diameter-FootingCovering)^2
    Length = Sqr(AreaFooting)
    NumBar = Length/AdUpperBar
    LengthBar = Length*NumBar*2
    UpperBar =LengthBar*WeighOfBar
  • HookLowerBar = HookLength *NumLowerBar*WeighOfBar
  • HookUpperBar = HookLength *NumUpperBar*WeighOfBar
  • StirrupBar = LengthBar*NumStirrupBar*WeighOfBar
  • Wire = TotalBar*ConstantWire/1000
  • Nail = Form*ConStantNail


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rule

 

Hexagonal Footing (2-D Symmetry)

  • Pililng = NumPile
  • Cut Distance = Depth / Tan(Slope)
    BottomArea = (Width1 + Width2 + 2 * Space) * (Length + 2 * Space)
    TopArea = (Width1 + Width2 + 2 * (Space + Distance)) * (Length + 2 * (Space + Distance))
    Cut = (TopArea + BottomArea + Sqr(BottomArea * TopArea)) * Depth / 3
  • SandFill = (Width1 + Width2 + OverSize) * (Length + 2 * OverSize) * ThicknessSandFill
  • LeanConcrete = (Width1 + Width2 + OverSize) * (Length + 2 * OverSize) * ThicknessLeanConcrete
  • Concrete = (Width1 + Width2) * Length * Higth
  • Form = (Sqr((Length / 2) ^ 2 + Width2 ^ 2) * 4 + 2 * Width1) * Higth
  • FillBack = Cut - Concrete - SandFill - LeanConcrete
  • LowerWidthBar = (Width1 + Width2 + 2 * (Higth - 2 * ConstantFootingCovering)) * NumLowerWidthBar WeighOfBar
  • LowerLengthBar = (Length + 2 * (Higth - 2 * ConstantFootingCovering)) * NumLowerLengthBar WeighOfBar
  • UpperWidthBar = (Width1 + Width2) * UpperWidthBar * WeighOfBar
  • UpperLengthBar = Length * UpperLengthBar* WeighOfBar
  • HookLowerWidthBar = HookLength *NumLowerWidthBar*WeighOfBar
  • HookLowerLengthBar = HookLength *NumLowerLengthBar*WeighOfBar
  • HookUpperWidthBar = HookLength *NumUpperWidthBar*WeighOfBar
  • HookUpperLengthBar = HookLength *NumUpperLengthBar*WeighOfBar
  • StirrupBar = (Sqr((Length / 2) ^ 2 + Width2 ^ 2) * 4 + 2 * Width1)*NumStirrupBar*WeighOfBar
  • Wire = TotalBar*ConstantWire/1000
  • Nail = Form*ConStantNail


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rule

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