To‘sinli plitalari bo‘lgan koburg‘ali monolit temirbeton orayopma konstruksiyalarini loyixalash

O‘lchov birliklari
1. Og‘irlik: gr, kg, t
1 gr = 10^-3 kg = 10^-6 t
1 kg = 10³ gr = 10^-3 t
1 t = 10³ kg = 10⁶ gr


2. Uzunlik: mm, sm, dm, m, km
1 mm = 10^-1 sm = 10^-2 dm = 10^-3 m = 10^-6 km
1 sm = 10 mm = 10^-1 dm = 10^-2 m = 10^-5 km
1 dm = 10² mm = 10 sm = 10^-1 m = 10^-4 km
1 m = 10³ mm = 10² sm = 10^-1 dm = 10^-3 km
1 km = 10⁶ mm = 10⁵ sm = 10⁴ dm = 10³ m


3. Yuza: mm², sm², dm², m², km²
1 mm² = 10^-2 sm² = 10^-4 dm² = 10^-6 m² = 10^-12 km²
1 sm² = 10² mm² = 10^-2 dm² = 10^-4 m² = 10^-10 km²
1 dm² = 10⁴ mm² = 10² sm² = 10^-2 m² = 10^-8 km²
1 m² = 10⁶ mm² = 10⁴ sm² = 10^-2 dm² = 10^-6 km²
1 km² = 10¹² mm² = 10¹⁰ sm² = 10⁸ dm² = 10⁶ m²


4. Xajm: mm³, sm³, dm³, m³, km³
1 mm³ = 10^-3 sm³ = 10^-6 dm³ = 10^-9 m³ = 10^-18 km³
1 sm³ = 10³ mm³ = 10^-3 dm³ = 10^-3 m³ = 10^-15 km³
1 dm³ = 10⁶ mm³ = 10³ sm³ = 10^-3 m³ = 10^-12 km³
1 m³ = 10⁹ mm³ = 10⁶ sm³ = 10^-3 dm³ = 10^-9 km³
1 km³ = 10¹⁸ mm³ = 10¹⁵ sm³ = 10¹² dm³ = 10⁹ m³


5. Kuch (kesuvchi, qirquvchi, bo‘ylama): N, kg, kN, t
1 N = 10^-1 kg = 10^-3 kN = 10^-4 t
1 kg = 10 N = 10^-2 kN = 10^-3 t
1 kN = 10³ N = 10² kg = 10^-1 t
1 t = 10⁴ N = 10³ kg = 10 kN


6. Moment (eguvchi, burovchi): N∙sm, N∙m, kg∙sm, kg∙m, kN∙sm, kN∙m, t∙sm, t∙m
1 N∙sm = 10^-2 N∙m = 10^-1 kg∙sm = 10^-3 kg∙m = 10^-3 kN∙sm = 10^-5 kN∙m = 10^-4 t∙sm = 10^-6 t∙m
1 N∙m = 10² N∙sm = 10 kg∙sm = 10^-1 kg∙m = 10^-1 kN∙sm = 10^-3 kN∙m = 10^-2 t∙sm = 10^-4 t∙m
1 kg∙sm = 10 N∙sm = 10^-1 N∙m = 10^-2 kg∙m = 10^-2 kN∙sm = 10^-4 kN∙m = 10^-3 t∙sm = 10^-5 t∙m
1 kg∙m = 10³ N∙sm = 10 N∙m = 10² kg∙sm = 1 kN∙sm = 10^-2 kN∙m = 10^-1 t∙sm = 10^-3 t∙m
1 kN∙sm = 10³ N∙sm = 10 N∙m = 10² kg∙sm = 1 kg∙m = 10^-2 kN∙m = 10^-1 t∙sm = 10^-3 t∙m
1 kN∙m = 10⁵ N∙sm = 10³ N∙m = 10⁴ kg∙sm = 10² kg∙m = 10² kN∙cm = 10 t∙sm = 10^-1 t∙m
1 t∙sm = 10⁴ N∙sm = 10² N∙m = 10³ kg∙sm = 10 kg∙m = 10 kN∙cm = 10^-1 kN∙m = 10^-2 t∙m
1 t∙m = 10⁶ N∙sm = 10⁴ N∙m = 10⁵ kg∙sm = 10³ kg∙m = 10³ kN∙cm = 10 kN∙m = 10² t∙sm
7. Bosim, qarshilik: Pa, kPa, MPa, N/sm², N/m², kg/sm², kg/m², kN/sm², kN/m², t/m², t/sm²
1 Pa = 10^-3 kPa = 10^-6 MPa = 10^-4 N/sm² = 1 N/m² = 10^-5 kg/sm² = 10^-1 kg/m² = 10^-7 kN/sm² = 10^-3 kN/m² =10^-8 t/sm² = 10^-4 t/m²
1 kPa = 10³ Pa = 10^-3 MPa = 10^-1 N/sm² = 10³ N/m²= 10^-2 kg/sm² = 10² kg/m² = 10^-4 kN/sm² = 1 kN/m² = 10^-5 t/sm² = 10^-1 t/m²
1 MPa = 10⁶ Pa = 10³ kPa = 10² N/sm² = 10⁶ N/m²= 10 kg/sm² = 10⁵ kg/m² = 10^-1 kN/sm² = 10³ kN/m² = 10^-2 t/sm² = 10² t/m²
1 N/sm² = 10⁴ Pa = 10 kPa = 10^-2 MPa = 10⁴ N/m² = 10^-1 kg/sm² = 10³ kg/m² = 10^-3 kN/sm² = 10 kN/m² = 10^-4 t/sm² = 1 t/m²
1 kg/sm² = 10⁵ Pa = 10² kPa = 10^-1 MPa = 10 N/sm² = 10⁵ N/m² = 10^-2 kN/sm² = 10^-3 t/sm²
1 kN/sm² = 10⁷ Pa = 10⁴ kPa = 10 MPa = 10³ N/sm² = 10² kg/sm² = 10^-1 t/sm²
1 t/sm² = 10⁸ Pa = 10⁵ kPa = 10² MPa = 10⁴ N/sm² = 10³ kg/sm² = 10 kN/sm²


8. Birlik uzunlikka to‘g‘ri kelgan kuch: N/sm, N/m, kg/sm, kg/m, kN/sm, kN/m, t/sm, t/m
1 N/sm = 10² N/m = 10^-1 kg/sm = 10 kg/m = 10^-3 kN/sm = 10^-1 kN/m = 10^-4 t/sm = 10^-2 t/m
1 N/m = 10^-2 N/sm = 10^-3 kg/sm = 10^-1 kg/m = 10^-5 kN/sm = 10^-3 kN/m = 10^-6 t/sm = 10^-4 t/m
1 kg/sm = 10 N/sm = 10³ N/m = 10² kg/m = 10^-2 kN/sm = 1 kN/m = 10^-3 t/sm = 10^-1 t/m
1 kg/m = 10^-1 N/sm = 10 N/m = 10^-2 kg/sm = 10^-4 kN/sm = 10^-2 kN/m = 10^-5 t/sm = 10^-3 t/m
1 kN/sm = 10³ N/sm = 10⁵ N/m = 10² kg/sm = 10⁴ kg/m = 10² kN/m = 10^-1 t/sm = 10 t/m
1 kN/m = 10 N/sm = 10³ N/m = 1 kg/sm = 10² kg/m = 10^-2 kN/sm = 10^-3 t/sm = 10^-1 t/m


9. Birlik yuzaga ta’sir etuchi kuch: N/sm², N/m², kg/sm², kg/m², kN/sm², kN/m², t/sm², t/m²
Foydalanilgan adabiyotlar ro‘yxati.

1. Baykov V.N., Sigalov E.Ye. Jelezobetonnыe konstruksii. Obщiy kurs.

2.Qurilish me’yorlari va qoidalari (QMQ 2.03.01-96) «Beton va temir beton konstruksiyalar»
3. A.P.Mandrikov. "Primerы raschota jelezobetonnыx konstruksiy". M.Stroyizdat. 1989.
4. «Beton armatura ishlari» Umrzakov E. Fargona «Texnika» 2002y