งานคาน

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

งานคาน

• Simple Beam
• Continuous Beam
• Cantilever Beam
• All Type Beam
  

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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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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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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