Easy And Cover Estimating

งานผนัง ค.ส.ล.

rule

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


งานผนัง ค.ส.ล.

 

rule

 

1-Lift Wall

  • Concrete = (Width+Length-(Width-WallThickness*2)*(Length-WallThickness*2))*Higth - WidthDoor*HigthDoor*WallThickness*NumDoor
  • Form = (Width*4+Length*4-WallThickness*8)*Higth - WidthDoor*HigthDoor*2*NumDoor + (WidthDoor+HigthDoor*2)*WallThickness*NumDoor
  • ColumnBar1 = (Higth+LowerLapse)*NumColumnBar1*(1+LappedColumnBar) *WeighOfBar
  • ColumnBar2 = (Higth+LowerLapse)*NumColumnBar2*(1+LappedColumnBar) *WeighOfBar
  • UpperLapseColumnBar1 = LengthUpperLapse*NumUpperLapseBar1*WeighOfBar
  • UpperLapseColumnBar2 = LengthUpperLapse*NumUpperLapseBar2*WeighOfBar
  • VertivalBar = ((Width*2+Length*2-WallThickness*4)/AdVerticalBar*2 *(Higth+LengthUpperLapse+LengthLowerLapse)*(1+LappedColumnBar) - WidthDoor/AdVerticalBar*2*HigthDoor*NumDoor)*WeighOfBar
  • HorizontalBar = ((Width+Length)*4*Higth/AdHorizontalBar - HigthDoor/AdHorizontalBar*2*WidthDoor*NumDoor)*WeighOfBar
  • ExtraBar1 = LengthExtraBar1*NumExtraBar1*NumDoor*WeighOfBar
  • ExtraBar2 = LengthExtraBar2*NumExtraBar2*NumDoor*WeighOfBar
  • ExtraBar3 = LengthExtraBar3*NumExtraBar3*NumDoor*WeighOfBar
  • Wire = TotalBar*ConstantWire/1000
  • Nail = Form*ConStantNail

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rule

 

2-Lift Wall

  • Concrete = (Width+Length-(Width-WallThickness*3)*(Length-WallThickness*2))*Higth - WidthDoor*HigthDoor*WallThickness*NumDoor
  • Form = (Width*4+Length*6-WallThickness*14)*Higth - WidthDoor*HigthDoor*2 *NumDoor + (WidthDoor+HigthDoor*2)*WallThickness*NumDoor
  • ColumnBar1 = (Higth+LowerLapse)*NumColumnBar1*(1+LappedColumnBar) *WeighOfBar
  • ColumnBar2 = (Higth+LowerLapse)*NumColumnBar2*(1+LappedColumnBar) *WeighOfBar
  • UpperLapseColumnBar1 = LengthUpperLapse*NumUpperLapseBar1*WeighOfBar
  • UpperLapseColumnBar2 = LengthUpperLapse*NumUpperLapseBar2*WeighOfBar
  • VertivalBar = ((Width*2+Length*3-WallThickness*6)/AdVerticalBar*2 *(Higth+LengthUpperLapse+LengthLowerLapse)*(1+LappedColumnBar) - WidthDoor/AdVerticalBar*2*HigthDoor*NumDoor)*WeighOfBar
  • HorizontalBar = ((Width*4+Length*6)*Higth/AdHorizontalBar - HigthDoor/AdHorizontalBar*2*WidthDoor*NumDoor)*WeighOfBar
  • ExtraBar1 = LengthExtraBar1*NumExtraBar1*NumDoor*WeighOfBar
  • ExtraBar2 = LengthExtraBar2*NumExtraBar2*NumDoor*WeighOfBar
  • ExtraBar3 = LengthExtraBar3*NumExtraBar3*NumDoor*WeighOfBar
  • Wire = TotalBar*ConstantWire/1000
  • Nail = Form*ConStantNail

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rule

 

3-Lift Wall

  • Concrete = (Width+Length-(Width-WallThickness*4)*(Length-WallThickness*2))*Higth - WidthDoor*HigthDoor*WallThickness*NumDoor
  • Form = (Width*4+Length*8-WallThickness*20)*Higth - WidthDoor*HigthDoor*2 *NumDoor + (WidthDoor+HigthDoor*2)*WallThickness*NumDoor
  • ColumnBar1 = (Higth+LowerLapse)*NumColumnBar1*(1+LappedColumnBar) *WeighOfBar
  • ColumnBar2 = (Higth+LowerLapse)*NumColumnBar2*(1+LappedColumnBar) *WeighOfBar
  • UpperLapseColumnBar1 = LengthUpperLapse*NumUpperLapseBar1*WeighOfBar
  • UpperLapseColumnBar2 = LengthUpperLapse*NumUpperLapseBar2*WeighOfBar
    VertivalBar = ((Width*2+Length*4-WallThickness*8)/AdVerticalBar*2 *(Higth+LengthUpperLapse+LengthLowerLapse)*(1+LappedColumnBar) - WidthDoor/AdVerticalBar*2*HigthDoor*NumDoor)*WeighOfBar
  • HorizontalBar = ((Width*4+Length*8)*Higth/AdHorizontalBar - HigthDoor/AdHorizontalBar*2*WidthDoor*NumDoor)*WeighOfBar
  • ExtraBar1 = LengthExtraBar1*NumExtraBar1*NumDoor*WeighOfBar
  • ExtraBar2 = LengthExtraBar2*NumExtraBar2*NumDoor*WeighOfBar
  • ExtraBar3 = LengthExtraBar3*NumExtraBar3*NumDoor*WeighOfBar
  • Wire = TotalBar*ConstantWire/1000
  • Nail = Form*ConStantNail


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rule

 

Parapet Wall

  • Concrete = Thickness * Depth * Length
  • Form = Depth * 2 * Length
    VerticalBar = (Length / VerticalBar * (Depth + LapseVerticalBar)) *WeighOfBar
  • HorizontalBar = Depth / HorizontalBar * Length * (1 + LappedHorizontalBar)*WeighOfBar
  • Wire = TotalBar*ConstantWire/1000
  • Nail = Form*ConStantNail


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rule

 

Retaining Wall

  • Concrete =((ThicknessT+ThicknessB)/2*Depth+HigthSlope*WidthSlope/2)*Length
  • Form = (Depth*2+Sqr(Higth^2+Width^2)-HigthSlope)*Length
  • VertivalBar1 = (Length/AdVerticalBar1*VerticalBar1Length)*(1+LappedVerticalBar) *WeighOfBar
  • VertivalBar2 = (Length/AdVerticalBar2*VerticalBar2Length)*(1+LappedVerticalBar) *WeighOfBar
  • HorizontalBar1 = (HorizontalBar1Length/AdHorizontalBar1*(Length+1)*WeighOfBar
  • HorizontalBar2 = (HorizontalBar2Length/AdHorizontalBar2*(Length+1)*WeighOfBar
  • ExtraBar1 = Length*AdExtraBar1*ExtraBar1Length*WeighOfBar
  • ExtraBar2 = Length*AdExtraBar2* ExtraBar2Length *WeighOfBar
  • ExtraBar3 = Length*AdExtraBar3* ExtraBar3Length *WeighOfBar
  • Wire = TotalBar*ConstantWire/1000
  • Nail = Form*ConStantNail


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Vertical Fin

  • Concrete = Thickness * Width * Height
  • Form = (Width + Thickness) * 2 * Height
  • HorizontalBar = Height / HorizontalBar * Width * WeighOfBar
  • VerticalBar = Width / VerticalBar * (Height + LapseVerticalBarTop + LapseVerticalBarBottom) * WeighOfBar
  • Wire = TotalBar*ConstantWire/1000
  • Nail = Form*ConStantNail


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rule

 

Horizontal Fin

  • Concrete = Thickness * Depth * Length
  • Form = (Depth * 2 + Thickness) * Length
  • HorizontalBar = Depth / HorizontalBar * Length * (1 + LappedHorizontalBar)* WeighOfBar
  • VerticalBar = (Length / VerticalBar * (Depth + LapseVerticalBar)) * WeighOfBar
  • Wire = TotalBar*ConstantWire/1000
  • Nail = Form*ConStantNail


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rule

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