Easy And Cover Estimating

งานคาน

rule

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


งานคาน

 

rule

 

Simple Beam

  • Concrete = (Width*Depth-Width*SlabThickness)*(Length-ColumnWidth)
  • Form = (Width+(Depth-SlabThickness)*2)*(Length-ColumnWidth)
  • MainBar1 = (Length+HookMainBar*2)*NumMainBar1*(1+LappedMainBar)*WeighOfBar
  • MainBar2 = (Length+HookMainBar*2)*NumMainBar2*(1+LappedMainBar)*WeighOfBar
  • UpperExtraBarR1 = NumUpperExtraBarR1*UpperExtraBarRLength*WeighOfBar
  • UpperExtraBarR2 = NumUpperExtraBarR2*UpperExtraBarRLength*WeighOfBar
  • UpperExtraBarL1 = NumUpperExtraBarL1*UpperExtraBarLLength*WeighOfBar
  • UpperExtraBarL2 = NumUpperExtraBarL2*UpperExtraBarLLength*WeighOfBar
  • LowerExtraBar1 = NumLowerExtraBar1*LowerExtraBarLength*WeighOfBar
  • LowerExtraBar2 = NumLowerExtraBar2*LowerExtraBarLength*WeighOfBar
  • ColumnStirrupBarRFull = StirrupBarRLength/AdStirrupBarR*(Width+Depth)*2 *WeighOfBar
  • ColumnStirrupBarRLength = StirrupBarRLength/AdStirrupBarR*LengthStirrupBarR *WeighOfBar
  • ColumnStirrupBarLFull = StirrupBarLLength/AdStirrupBarL*(Width+Depth)*2 *WeighOfBar
  • ColumnStirrupBarLLength = StirrupBarLLength/AdStirrupBarL*LengthStirrupBarL *WeighOfBar
  • MiddleStirrupBarFull = MiddleBarLength/AdMiddleStirrupBar*(Width+Depth)*2 *WeighOfBar
  • MiddleStirrupBarLength = MiddleBarLength/AdMiddleStirrupBar *LengthMiddleStirrupBar*WeighOfBar
  • Wire = TotalBar*ConstantWire/1000
  • Nail = Form*ConStantNail

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rule

 

Continuous Beam

  • Concrete = (Width*Depth-Width*SlabThickness)*(Length-ColumnWidth)
  • Form = (Width+(Depth-SlabThickness)*2)*(Length-ColumnWidth)
  • MainBar1 = (Length+HookMainBar)*NumMainBar1*(1+LappedMainBar)*WeighOfBar
  • MainBar2 = (Length+HookMainBar)*NumMainBar2*(1+LappedMainBar)*WeighOfBar
  • UpperExtraBarR1 = NumUpperExtraBarR1*UpperExtraBarRLength*WeighOfBar
  • UpperExtraBarR2 = NumUpperExtraBarR2*UpperExtraBarRLength*WeighOfBar
  • UpperExtraBarL1 = NumUpperExtraBarL1*UpperExtraBarLLength*WeighOfBar
  • UpperExtraBarL2 = NumUpperExtraBarL2*UpperExtraBarLLength*WeighOfBar
  • LowerExtraBar1 = NumLowerExtraBar1*LowerExtraBarLength*WeighOfBar
  • LowerExtraBar2 = NumLowerExtraBar2*LowerExtraBarLength*WeighOfBar
  • ColumnStirrupBarRFull = StirrupBarRLength/AdStirrupBarR*(Width+Depth)*2 *WeighOfBar
  • ColumnStirrupBarRLength = StirrupBarRLength/AdStirrupBarR*LengthStirrupBarR *WeighOfBar
  • ColumnStirrupBarLFull = StirrupBarLLength/AdStirrupBarL*(Width+Depth)*2 *WeighOfBar
  • ColumnStirrupBarLLength = StirrupBarLLength/AdStirrupBarL*LengthStirrupBarL *WeighOfBar
  • MiddleStirrupBarFull = MiddleBarLength/AdMiddleStirrupBar*(Width+Depth)*2 *WeighOfBar
  • MiddleStirrupBarLength = MiddleBarLength/AdMiddleStirrupBar *LengthMiddleStirrupBar*WeighOfBar
  • Wire = TotalBar*ConstantWire/1000
  • Nail = Form*ConStantNail

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rule

 

Cantilever Beam

  • Concrete = (Width*Depth-Width*SlabThickness)*(Length-ColumnWidth/2)
  • Form = (Width+(Depth-SlabThickness)*2)*(Length-ColumnWidth/2)
  • UpperMainBar1 = (Length+LapseUpperMainBar+HookUpperMainBar) *NumUpperMainBar1*WeighOfBar
  • UpperMainBar2 = (Length+LapseUpperMainBar+HookUpperMainBar) *NumUpperMainBar2*WeighOfBar
  • LowerMainBar1 = (Length+LapseLowerMainBar+HookLowerMainBar) *NumLowerMainBar1*WeighOfBar
  • LowerMainBar2 = (Length+LapseLowerMainBar+HookLowerMainBar) *NumLowerMainBar2*WeighOfBar
  • StirrupBarRFull = StirrupBarRLength/AdStirrupBarR*(Width+Depth)*2 *WeighOfBar
  • StirrupBarRLength = StirrupBarRLength/AdStirrupBarR*LengthStirrupBarR *WeighOfBar
  • StirrupBarLFull = StirrupBarLLength/AdStirrupBarL*(Width+Depth)*2 *WeighOfBar
  • StirrupBarLLength = StirrupBarLLength/AdStirrupBarL*LengthStirrupBarL *WeighOfBar
  • Wire = TotalBar*ConstantWire/1000
  • Nail = Form*ConStantNail


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rule

 

All Type Beam

  • Concrete = (Width * Depth - Width * SlabThickness) * (Length - ColumnWidth * NumSpan)
  • Form = (Width + (Depth - SlabThickness) * 2) * (Length - ColumnWidth * NumSpan)
  • MainBar1 = (Length + HookMainBar * 2) * MainBar1 * (1 + LappedMainBar) * WeighOfBar
  • MainBar2 = (Length + HookMainBar * 2) * MainBar2 * (1 + LappedMainBar) * WeighOfBar
  • BentBar1 = ((Depth - 0.05) * 0.828 * NumSpan + (Length + HookMainBar * 2)) * BentBar1 * (1 + LappedMainBar) * WeighOfBar
  • ExtraBar1 = ExtraBar1 * ExtraBar1Length * WeighOfBar
  • ExtraBar2 = ExtraBar2 * ExtraBar2Length * WeighOfBar
  • ExtraBar3 = ExtraBar3 * ExtraBar3Length * WeighOfBar
  • ExtraBar4 = ExtraBar4 * ExtraBar4Length * WeighOfBar
  • ExtraBar5 = ExtraBar5 * ExtraBar5Length * WeighOfBar
  • ExtraBar6 = ExtraBar6 * ExtraBar6Length * WeighOfBar
  • StirrupBar1 = StirrupBar1Length / StirrupBar1 * LengthStirrupBar1 * WeighOfBar
  • StirrupBar2 = StirrupBar2Length / StirrupBar2 * LengthStirrupBar2 * WeighOfBar
  • StirrupBar3 = StirrupBar3Length / StirrupBar3 * LengthStirrupBar3 * WeighOfBar
  • StirrupBar4 = StirrupBar4Length / StirrupBar4 * LengthStirrupBar4 * WeighOfBar
  • Wire = TotalBar*ConstantWire/1000
  • Nail = Form*ConStantNail


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rule

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