RebarPondus calculus formula

Formula: Diameter mm × diameter mm × 0.00617 × Longitudo M

Exemplum: rebar φ20mm (diameter) × 12m (longitudinem)

Calculation: XX × XX × 0.00617 × XII = 29.616kg

 

Ferro pipepondus formula

Formula: (exterius diameter - Wall Crassitudo) × murum crassitudine mm × 0.02466 × Longitudo M

Exemplum: Steel pipe 114mm (exterius diameter) × 4mm (murum crassitudine) × 6m (longitudinem)

Calculation: (114-4) × IV × 0.02466 × VI = 65.102kg

 

Flatpondus formula

Formula: latus latitudine (mm) × crassitiem (mm) × Longitudo (m) × 0,00785

Exemplum: plana 50mm (latus latitudine) × 5.0mm (crassitudine) × 6m (Longitudo)

Calculation L × V × VI × 0.00785 = 11.7.75 (kg)

 

Ferro laminamPondus calculus formula

Formula: 7.85 × Longitudo (M) × latitudine (m) × crassitiem (mm)

Exemplum: Steel Plate 6M (Longitudo) × 1.51M (width) × 9.75mm (crassitudine)

Calculation: 7.85 × VI × 1,51 × 9.75 = 693.43kg

 

Parangulus ferropondus formula

Formula: latus latitudine mm × crassitiem × 0.015 × Longitudo M (aspera calculation)

Exempli gratia, angulus 50mm × 50mm × V densissima × 6m (dum)

Calculation L × V × 0.015 × VI = 22.5KG (mensa ad 22.62)

 

Inaequalia angulus ferro pondus formula

Formula: (latus latitudine + latus latitudine) × crassitudine × 0.0076 × longus m (aspera calculation)

Exempli gratia, angulus 100mm × 80mm × VIII densissima × 6m (dum)

Calculation: (C LXXX) × VIII × 0.0076 × VI = 65.67kg (Table 65,676)