Easy And Cover Estimating

งาน Post-Tension Concrete Slab

rule

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


งาน Post-Tension Concrete Slab

 

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Post-Tension Concrete Slab

  • LeanConcrete = LeanConcreteThickness * 100
  • SandFill = SandFillThickness * 100
  • Concrete = SlabThickness * 100
  • Form = 100
  • TopBar = 100 / TopBar * 2 * (1 + LappedTopBar)* WeighOfBar
  • BottomBar = 100 / BottomBar * 2 * (1 + LappedBottomBar)* WeighOfBar
  • Wire = TotalBar*ConstantWire/1000
  • Nail = Form*ConStantNail

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rule

 

Post-Tension Concrete Beam

  • Concrete = (Width * Depth - Width * SlabThickness) * (Length - ColumnWidth)
  • Form = (Depth - SlabThickness) * 2 * (Length - ColumnWidth)
  • MainBar1 = Length * MainBar1 * (1 + LappedMainBar)* WeighOfBar
  • MainBar2 = Length * MainBar2 * (1 + LappedMainBar)* WeighOfBar
  • StirrupBar = Length / StirrupBar * LengthStirrupBar * WeighOfBar
  • Wire = TotalBar*ConstantWire/1000
  • Nail = Form*ConStantNail

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Column Capital

  • Concrete = Width * Length * (Thickness - SlabThickness)
  • Form = 2 * (Width + Length) * (Thickness - SlabThickness)
  • LengthBar = (Length + 2 * Thickness) * LengthBar * WeighOfBar
  • WidthBar = (Width + 2 * Thickness) * WidthBar * WeighOfBar
  • StirrupBar = 2 * (Length + Width) * StirrupBar * WeighOfBar
  • Wire = TotalBar*ConstantWire/1000
  • Nail = Form*ConStantNail

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Shear Stirrup

  • MainBar = Length * MainBar * WeighOfBar
  • StirrupBar = Length / StirrupBar * (Width + SlabThickness) * 2 * WeighOfBar

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Pour Strip

  • Concrete = Width * Thickness * Length
  • Form = Width * Length
  • HorizontalBar = Width / HorizontalBar * Length * 2 * (1 + LappedHorizontalBar) *WeighOfBar
  • LeftExtraBarB = Length / LeftExtraBarB * LengthLeftExtraBarB * WeighOfBar
  • LeftExtraBarT = Length / LeftExtraBarT * LengthLeftExtraBarT * WeighOfBar
  • RightExtraBarB = Length / RightExtraBarB * LengthRightExtraBarB * WeighOfBar
  • RightExtraBarT = Length / RightExtraBarT * LengthRightExtraBarT * WeighOfBar

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Top Reinforcement (T)

  • Rebar = ReBar * LengthReBar * WeighOfBar

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Top & Bottom Reinforcement (R)

  • BottomRebar = 100 / BottomReBar * 2 * (1 + LappedReBar) * WeighOfBar
  • TopRebar = 100 / TopReBar * 2 * (1 + LappedReBar) * WeighOfBar

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Reinforcement at Anchorage of Uniform Tender

  • MainBar = Length * MainBar * (1 + LappedMainBar)* WeighOfBar
  • StirrupBar = Length / StirrupBar * (Width + Depth) * 2 * WeighOfBar

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Reinforcement at Anchorage of Banded Tender

  • MainBar = Length * MainBar * WeighOfBar
  • StirrupBar = Length / StirrupBar * (Width + Depth) * 2 * WeighOfBar

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Reinforcement at Skew Edge

  • Rebar1 = 2 * (LengthOfRebar + (Width2 + Thickness) / 2) * Width1 / ReBar1 * WeighOfBar
  • Rebar2 = 2 * (LengthOfRebar + (Width1 + Thickness) / 2) * Width2 / ReBar2 * WeighOfBar

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Reinforcement at PC. Slab-Basement Wall Joint

  • HorizontalBar1 = HorizontalBar1 * 12 * (1 + LappedHorizontalBar) * WeighOfBar
  • HorizontalBar2 = HorizontalBar2 * 12 * (1 + LappedHorizontalBar) * WeighOfBar
  • UBar = (UpperLengthUbar + LowerLengthUbar + SlabThickness + 2 * WallThickness) * 12 / UBar * WeighOfBar
  • StirrupBar = 2 * (SlabThickness + WallThickness) * 12 / StirrupBar * WeighOfBar

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Reinforcement at Concrete Joint

  • Rebar1 = 2 * Width * 12 / ReBar1 * WeighOfBar
  • Rebar2 = 24 * Width / ReBar2 * (1 + LappedOfRebar2) * WeighOfBar

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Reinforcement at Exterior Beam

  • BottomBar1 = (HookBottomBar1 + LengthBottomBar1) * 12 / BottomBar1 * WeighOfBar
  • BottomBar2 = 12 * BottomBar2 * (1 + LappedBottomBar2) * WeighOfBar
  • TopBar1 = (HookTopBar1 + LengthTopBar1) * 12 / TopBar1 * WeighOfBar
  • TopBar2 = 12 * TopBar2 * (1 + LappedTopBar2) * WeighOfBar

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Reinforcement at Interior Beam

  • Rebar1 = LengthReBar1 * 12 / ReBar1 * WeighOfBar
  • Rebar2 = 12 * ReBar2 * (1 + LappedReBar2) * WeighOfBar
    Reinforcement for Drop Elevation
  • ExtraBar = 2 * 12 / ExtraBar * LengthExtraBar * WeighOfBar
  • Rebar = 12 * ReBar * (1 + LappedReBar) * WeighOfBar
  • StirrupBar = LengthStirrupBar * 12 / StirrupBar * WeighOfBar

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Reinforcement for Opening

  • Rebar1 = 2 * LengthReBar1 * ReBar1 * WeighOfBar
  • Rebar2 = 2 * LengthReBar2 * ReBar2 * WeighOfBar
  • Rebar3 = 2 * LengthReBar3 * ReBar3 * WeighOfBar
  • StirrupBar1 = LengthStirrupBar1 * 2 * LengthReBar1 / StirrupBar1 * WeighOfBar
  • StirrupBar2 = LengthStirrupBar2 * 2 * LengthReBar2 / StirrupBar2 * WeighOfBar

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Reinforcement for Corner of Slab

  • Rebar1 = 2 * LengthReBar1 * ReBar1 * WeighOfBar
  • Rebar2 = LengthReBar2 * ReBar2 * WeighOfBar

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rule

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