Ungabala Kanjani Isisindo Se-Stainless Theoretical?

Ifomula Yokubala Isisindo Sensimbi Yethiyori
Indlela Yokubala Isisindo Sensimbi Engagqwali Wedwa

Amapayipi Ensimbi Engagqwali

Amapayipi Ayindilinga Ensimbi Engagqwali
Ifomula: (ububanzi bangaphandle – ubukhulu bodonga) × ubukhulu bodonga (mm) × ubude (m) × 0.02491
Isibonelo: 114mm (ububanzi bangaphandle) × 4mm (ubukhulu bodonga) × 6m (ubude)
Ukubala: (114-4) × 4 × 6 × 0.02491 = 83.70 (kg)
* Kuma-316, 316L, 310S, 309S, njll., isilinganiso=0.02507

Amapayipi Ensimbi Engagqwali Angunxande
Ifomula: [(ubude bomphetho + ububanzi becala) × 2 /3.14- ubukhulu] × ubukhulu (mm) × ubude (m) × 0.02491
Isibonelo: 100mm (ubude bomphetho) × 50mm (ububanzi becala) × 5mm (ukujiya) × 6m (ubude)
Ukubala: [(100+50)×2/3.14-5] ×5×6×0.02491=67.66 (kg)

Amapayipi Esikwele Ensimbi Engagqwali
Ifomula: (ububanzi obuseceleni × 4/3.14- ubukhulu) × ubukhulu × ubude (m) × 0.02491
Isibonelo: 50mm (ububanzi becala) × 5mm (ukujiya) × 6m (ubude)
Ukubala: (50×4/3.14-5) ×5×6×0.02491 = 43.86kg

Amashidi/Amapuleti Ensimbi Engagqwali

Ifomula: ubude (m) × ububanzi (m) × ubukhulu (mm) × 7.93
Isib: 6m (ubude) × 1.51m (ububanzi) × 9.75mm (ukujiya)
Ukubala: 6 × 1.51 × 9.75 × 7.93 = 700.50kg

Amabha Ensimbi Engagqwali

Amabha Ayindilinga Ensimbi Engagqwali
Ifomula: Ububanzi(mm)×Ububanzi(mm)×Ubude(m)×0.00623
Isib: Φ20mm(Ububanzi)×6m (Ubude)
Ukubala: 20 × 20 × 6 × 0.00623 = 14.952kg
*Ngensimbi engagqwali engu-400 yochungechunge, isilinganiso = 0.00609

Amabha Esikwele Ensimbi Engagqwali
Ifomula: ububanzi becala (mm) × ububanzi becala (mm) × ubude (m) × 0.00793
Isib: 50mm (ububanzi becala) × 6m (ubude)
Ukubala: 50 × 50 × 6 × 0.00793 = 118.95 (kg)

Amabha Ayisicaba Ensimbi Engagqwali
Ifomula: ububanzi becala (mm) × ubukhulu (mm) × ubude (m) × 0.00793
Isibonelo: 50mm (ububanzi becala) × 5.0mm (ukujiya) × 6m (ubude)
Ukubala: 50 × 5 × 6 × 0.00793 = 11.895 (kg)

Amabha e-Hexagon ensimbi engagqwali
Ifomula: dia* (mm) × dia* (mm) × ubude (m) × 0.00686
Isibonelo: 50mm (ohlangothini oluphambeneyo) × 6m (ubude)
Ukubala: 50 × 50 × 6 × 0.00686 = 103.5 (kg)
*dia. kusho ububanzi obuphakathi kobubanzi obubili obuseduze.

Amabha e-Engela Ensimbi Engagqwali

- Amabha e-Engela Engagqwali Alinganayo Nemilenze Yensimbi Engagqwali
Ifomula: (ububanzi obuseceleni ×2 – ukujiya) ×ukujiya ×ubude(m) ×0.00793
Isibonelo: 50mm (ububanzi becala) ×5mm (ukujiya) ×6m (ubude)
Ukubala: (50×2-5) ×5×6×0.00793 = 22.60 (kg)

- Amabha e-Engela Engagqwali Angalingani Nemilenze Yensimbi Engagqwali
Ifomula: (ububanzi becala + ububanzi becala – ukujiya) ×ukujiya ×ubude(m) ×0.00793
Isibonelo: 100mm (ububanzi becala) × 80mm (ububanzi becala) × 8 (ukujiya) × 6m (ubude)
Ukubala: (100+80-8) × 8 × 6 × 0.00793 = 65.47 (kg)

Uma ufuna ukwazi okwengeziwe ngefomula yokubala insimbi, sicela uchofoze:https://sakymetal.com/how-to-calculate-stainless-carbon-alloy-products-theoretical-weight/