Easy And Cover Estimating

งานเสา

rule

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


งานเสา

 

rule

 

Circular Column

  • Concrete = Diameter^2*3.14159/4*Higth
  • Form = Diameter*3.14159*Higth
  • ColumnBar1 = Higth*NumColumnBar1*(1+LappedColumnBar) *WeighOfBar
  • ColumnBar2 = Higth*NumColumnBar2*(1+LappedColumnBar) *WeighOfBar
  • LapseColumnBar1 = NumLapseColumnBar1*Lapse*WeighOfBar
  • LapseColumnBar2 = NumLapseColumnBar2*Lapse*WeighOfBar
  • FullStirrupBar = Higth/AdStirrupBar*Diameter*3.14159*WeighOfBar
  • LengthStirrupBar = Higth/AdStirrupBar*LengthStirrupbar*WeighOfBar
  • Wire = TotalBar*ConstantWire/1000
  • Nail = Form*ConStantNail

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rule

 

Rectangular Column

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

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rule

 

Hexagonal Column

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


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rule

 

Panel Column

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


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rule

 

Angle Panel Column

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


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rule

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