Insimbi YemfundisoUkubalwa KwesisindoIfomula:
Ungabala kanjani isisindo sensimbi engagqwali ngokwakho?
1. 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
2. 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
3. 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)
| Ubuningi (g/cm3) | Ibanga Lensimbi Engagqwali |
| 7.93 | 201, 202, 301, 302, 304, 304L, 305, 321 |
| 7.98 | 309S, 310S, 316Ti, 316, 316L, 347 |
| 7.75 | 405, 410, 420 |
4. Insimbi Engagqwali noma Induku
Ucingo lwensimbi engagqwali
Ifomula: Ububanzi(mm)×Ububanzi(mm)×Ubude(m)×0.00609 (Ibanga: 410 420 420j2 430 431)
Ifomula: Ububanzi(mm)×Ububanzi(mm)×Ubude(m)×0.00623 (Ibanga: 301 303 304 316 316L 321)
Isib: 430 Φ0.1mm(Ububanzi)x10000m (Ubude)
Ukubala: 0.1 × 0.1 × 10000 × 0.00609 = 14.952kg
*Ngensimbi engagqwali engu-400 yochungechunge, isilinganiso = 0.609
5. Intambo Yocingo Yensimbi Engagqwali
Intambo Yensimbi Engagqwali1*7,1*19,7*7,7*19,7*37
Ifomula: Ububanzi (mm)×Ububanzi (mm)×Ubude (m)×4 Isakhiwo Sentambo Yezintambo (7*7,7*19,7*37)
Ifomula: Ububanzi (mm)×Ububanzi (mm)×Ubude (m)×5 Isakhiwo Sentambo Yezintambo (1*7,1*19)
Isib: 304 7*19 Φ5mm(Ububanzi)x1000m (Ubude)
Ukubala: 5 × 5 × 1 × 4 = 100kg
*Ngesisindo ngekhilomitha 7×7,7×19,7×37 Isilinganiso:4
*Ngesisindo ngekhilomitha 1×7,1×19 Isilinganiso: 5
6. Amashidi/Amapuleti e-Aluminium
Ifomula: ubude (m) × ububanzi (m) × ubukhulu (mm) × 2.80
Isib: 6m (ubude) × 1.5m (ububanzi) × 10.0mm (ukujiya)
Ukubala: 6 × 1.5 × 10 × 2.80 = 252kg
7. Ibha Yesikwele/Esingunxande Ye-Aluminium
Ifomula: ubude (m) × ububanzi (mm) × ububanzi (mm) × 0.0028
Isib: 6m (ubude) × 10.0m (ububanzi) × 10.0mm (ububanzi)
Ukubala: 6 × 10 × 10 × 0.0028 = 1.68 kg
8. Ibha ye-Aluminium
Ifomula: ubude (m) × Ububanzi (mm) × Ububanzi (mm) × 0.0022
Isib: 6m (ubude) × 10.0m (Ububanzi) × 10.0mm (Ububanzi)
Ukubala: 6 × 10 × 10 × 0.0022 = 1.32 kg
Ifomula: dia* (mm) × dia* (mm) × ubude (m) × 0.00242
Isibonelo: 50mm (ohlangothini oluphambeneyo) × 6m (ubude)
Ukubala: 50 × 50 × 6 × 0.00242 = 36.3 (kg)
*dia. kusho ububanzi obuphakathi kobubanzi obubili obuseduze.
9. Ipayipi/Ipayipi le-Aluminium
Ifomula: OD(mm) x (OD(mm) – T (mm)) × Ubude(m) × 0.00879
Isibonelo: 6m (ubude) × 10.0m (OD) × 1.0mm (Ubukhulu)
Ukubala: 6 × (10 – 1)× 10 × 0.00879 = 4.746 kg
10. Ibha yethusi
Ibha Eyindilinga Yethusi
Ifomula (KGS) = 3.14 X 0.00000785 X ((ububanzi / 2)X( ububanzi / 2)) X UBUDE.
Isibonelo: Ibha yethusi le-CuSn5Pb5Zn5 62x3000mm Isisindo Isiqephu Esisodwa
Ubuningi: 8.8
Ukubala: 3.14 * 8.8/1000000 * ((62/2) * ( 62/2)) *1000 mm = 26.55 kg / imitha
Ibha yeheksagoni yethusi
Ifomula: dia* (mm) × dia* (mm) × ubude (m) × 0.0077
Isibonelo: 50mm (ohlangothini oluphambeneyo) × 6m (ubude)
Ukubala: 50 × 50 × 6 × 0.0077 = 115.5 (kg)
*dia. kusho ububanzi obuphakathi kobubanzi obubili obuseduze.
Ibha yesikwele/eyisikwele yethusi
Ifomula: ubude (m) × Ububanzi (mm) × Ububanzi (mm) × 0.0089
Isib: 6m (ubude) × 10.0m (Ububanzi) × 10.0mm (Ububanzi)
Ukubala: 6 × 10 × 10 × 0.00698 = 5.34 kg
11. Ipayipi/Ipayipi Lethusi
Isisindo = (OD – WIT) * WIT * 0.02796 * Ubude
Ishubhu yethusi lingamamilimitha (mm), kanti ubude beshubhu yethusi ngamamitha (m), umphumela wesisindo uba yi-KG.
12. Amashidi/Amapuleti Ethusi
Ifomula: ubude (m) × ububanzi (m) × ubukhulu (mm) × 0.0089
Isib: 6m (ubude) × 1.5m (ububanzi) × 10.0mm (ukujiya)
Ukubala: 6 × 1.5 × 10 × 8.9 = 801.0 kg
13. Amashidi/Amapuleti Ethusi
Ifomula: ubude (m) × ububanzi (m) × ubukhulu (mm) × 0.0085
Isib: 6m (ubude) × 1.5m (ububanzi) × 10.0mm (ukujiya)
Ukubala: 6 × 1.5 × 10 × 8.5 = 765.0 kg
14. Ipayipi/Ipayipi Lethusi
Ifomula: OD(mm) x (OD(mm) – T (mm)) × Ubude(m) × 0.0267
Isibonelo: 6m (ubude) × 10.0m (OD) × 1.0mm (Ubukhulu)
Ukubala: 6 × (10 – 1)× 10 × 0.0267 = 14.4 kg
15. Ibha ye-Hexagon yethusi
Ifomula: dia* (mm) × dia* (mm) × ubude (m) × 0.00736
Isibonelo: 50mm (ohlangothini oluphambeneyo) × 6m (ubude)
Ukubala: 50 × 50 × 6 × 0.00736 = 110.4 (kg)
*dia. kusho ububanzi obuphakathi kobubanzi obubili obuseduze.
Isikhathi sokuthunyelwe: Feb-13-2025