Easy And Cover Estimating

งานเสาตอม่อ

rule

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


งานเสาตอม่อ

 

rule

 

Circular PierColumn

  • Concrete = Diameter^2*3.14159/4*Higth
  • Form = Diameter*3.14159*Higth
  • ColumnBar1 = (Higth+DepthOfFooting+Hook)*NumColumnBar1*(1+LappedColumnBar) *WeighOfBar
  • ColumnBar2 = (Higth+DepthOfFooting+Hook)*NumColumnBar2*(1+LappedColumnBar) *WeighOfBar
  • LapseColumnBar1 = NumLapseColumnBar1*Lapse*WeighOfBar
  • LapseColumnBar2 = NumLapseColumnBar2*Lapse*WeighOfBar
  • FullStirrupBar = (Higth+DepthOfFooting)/AdStirrupBar*Diameter*3.14159*WeighOfBar
  • LengthStirrupBar = (Higth+DepOfFooting)/AdStirrupBar*LengthStirrupbar*WeighOfBar

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rule

 

Rectangular PierColumn

  • Concrete = Width*Depth*Higth
  • Form = (Width+Deptg)*2*Higth
  • ColumnBar1 = (Higth+DepthOfFooting+Hook)*NumColumnBar1*(1+LappedColumnBar) *WeighOfBar
  • ColumnBar2 = (Higth+DepthOfFooting+Hook)*NumColumnBar2*(1+LappedColumnBar) *WeighOfBar
  • ColumnBar3 = (Higth+DepthOfFooting+Hook)*NumColumnBar3*(1+LappedColumnBar) *WeighOfBar
  • LapseColumnBar1 = NumLapseColumnBar1*Lapse*WeighOfBar
  • LapseColumnBar2 = NumLapseColumnBar2*Lapse*WeighOfBar
  • LapseColumnBar3 = NumLapseColumnBar3*Lapse*WeighOfBar
  • FullStirrupBar = (Higth+DepthOfFooting)/AdStirrupBar*(Width+Depth)*2*WeighOfBar
  • LengthStirrupBar = (Higth+DepOfFooting)/AdStirrupBar*LengthStirrupbar*WeighOfBar
  • Wire = TotalBar*ConstantWire/1000
  • Nail = Form*ConStantNail

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rule

 

Hexagonal PierColumn

  • Concrete = Diameter^2*0.866*Higth
  • Form = Diameter/Sqr(3)*6*Higth
  • ColumnBar1 = (Higth+DepthOfFooting+Hook)*NumColumnBar1*(1+LappedColumnBar) *WeighOfBar
  • ColumnBar2 = (Higth+DepthOfFooting+Hook)*NumColumnBar2*(1+LappedColumnBar) *WeighOfBar
  • LapseColumnBar1 = NumLapseColumnBar1*Lapse*WeighOfBar
  • LapseColumnBar2 = NumLapseColumnBar2*Lapse*WeighOfBar
  • FullStirrupBar = (Higth+DepthOfFooting)/AdStirrupBar*Diameter/Sqr(3)*6*WeighOfBar
  • LengthStirrupBar = (Higth+DepOfFooting)/AdStirrupBar*LengthStirrupbar*WeighOfBar
  • Wire = TotalBar*ConstantWire/1000
  • Nail = Form*ConStantNail


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rule

 

Panel PierColumn

  • Concrete = Width * Thickness * Higth
  • Form = (Width + Thickness) * 2 * Higth
  • ColumnBar1 = (Higth+DepthOfFooting+Hook)*NumColumnBar1*(1+LappedColumnBar) *WeighOfBar
  • ColumnBar2 = (Higth+DepthOfFooting+Hook)*NumColumnBar2*(1+LappedColumnBar) *WeighOfBar
  • LapseColumnBar1 = NumLapseColumnBar1*Lapse*WeighOfBar
  • LapseColumnBar2 = NumLapseColumnBar2*Lapse*WeighOfBar
  • FullStirrupBar = (Higth + DepthOfFooting) / StirrupBar * ChainStirrupBar * (Thickness + 0.1) *WeighOfBar
  • LengthStirrupBar = (Higth + DepthOfFooting) / StirrupBar * LengthStirrupBar*WeighOfBar
  • Wire = TotalBar*ConstantWire/1000
  • Nail = Form*ConStantNail


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rule

 

Angle Panel PierColumn

  • Concrete = (Width1 * Thickness + (Width2 - Thickness) * Thickness) * Higth
  • Form= (Width1 + Width2) * 2 * Higth
  • ColumnBar1 = (Higth+DepthOfFooting+Hook)*NumColumnBar1*(1+LappedColumnBar) *WeighOfBar
  • ColumnBar2 = (Higth+DepthOfFooting+Hook)*NumColumnBar2*(1+LappedColumnBar) *WeighOfBar
  • LapseColumnBar1 = NumLapseColumnBar1*Lapse*WeighOfBar
  • LapseColumnBar2 = NumLapseColumnBar2*Lapse*WeighOfBar
  • FullStirrupBar = (Higth + DepthOfFooting) / StirrupBar * ChainStirrupBar * (Thickness + 0.1)*WeighOfBar
  • LengthStirrupBar = (Higth + DepthOfFooting) / StirrupBar * LengthStirrupBar*WeighOfBar
  • Wire = TotalBar*ConstantWire/1000
  • Nail = Form*ConStantNail


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rule

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