Ukuphinda-phindaIfomula ebalo

IFomula: Ububanzi be-DAmeter MM × Ububanzi mm × 0.00617 × ubude m

Umzekelo: I-Rebar φ20mm (Ububanzi) × 12m (ubude)

Ukubala: 20 × 20 × 0.00617 × 12 = 29.613kg

 

Umbhobho wentsimbiifomula yenqanaba lobunzima

Ifomula:

UMZEKELISO:

Ukubala: (114-4) × 4 × 4.02466 × 6 = 65.102kg

 

Intsimbi yeflethiifomula yenqanaba lobunzima

IFomula: Ububanzi becala (mm) × ubude (mm) ubude (m) × 0.00785

UMZEKELISO

Ukubala: 50 × 5 × 6 × 6 × 0.00785 = 11.7.75 (kg)

 

Iplate yensimbiIfomula ebalo

Ifomula: 7.85 × ubude (m) ubude (m) Ububanzi (mm)

Umzekelo: I-6M yentsimbi 6M (ubude) × 1.51m (ububanzi) × 9.75mm (ubukhulu)

Ukubala: 7.85 × 6 × 1.51 × 9.75 = 693.43kg

 

IlinganeIntsimbi yentsimbiifomula yenqanaba lobunzima

IFomula: Ububanzi becala i-mm × bhuti

Umzekelo: I-Angle 50mm × 50mm × 4m 2m (ixesha elide)

Ukubala: 50 × 5 × 0.015 × 6 = 22.5kg (itafile ye-22.62)

 

Intsimbi engalinganiyo yentsimbi ifomula yenqanaba lobunzima

Ifomula: (Icala lobubanzi kunye necala lecala)

Umzekelo: I-Angle 100Mm × 80mm

Ukubala: (100 + 80) × 8 × 0.0076 × 6 = 65.6.67kg (iTheyibhile 65.676)