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콘크리트 기둥

Detailed description


이름크기클래스BendingMomentofusage
콘-ShapeconcretepoleΦ190mm, Length10MMgrade[M] = 48.3kN.m, Grade3steel:14B14,
Concretestrength≥C40
콘-ShapeconcretepoleΦ190mm, Length12MMgrade[M] = 58.5kN.m, Grade3steel:16B14,
콘-ShapeconcretepoleΦ190mm, Length15MKgrade[M]=49kN.m, Grade3steel:14B14,
콘-ShapeconcretepoleΦ190mm, Length15MLgrade[M] = 61.25kN.m, Grade3steel:16B14,
Concretestrength≥C40
콘-ShapeconcretepoleΦ190mm, Length15MMgrade[M] = 73.5kN.m, Grade3steel:16B16,
Concretestrength≥C40
콘-ShapeconcretepoleΦ190mm, Length18MMgrade[M] 91.5kN.m, = Grade3steel:16B16 + 20B16,
FlangeassemblyConcretestrength≥C40
콘-ShapeconcretepoleΦ230mm, Length15MNgrade[M] = 73.5kN.m, Grade3steel:20B16,
Concretestrength≥C40
콘-ShapeconcretepoleΦ230mm, Length18MNgrade[M] 91.5kN.m, = Grade3steel:18B16 + 20B16,
FlangeassemblyConcretestrength≥C40
콘-ShapeconcretepolePartiallyprestressed0grade[M] = 64.4kN.m, Grade3steel:18B18,
Φ270mm, Length10MConcretestrength≥C40
콘-ShapeconcretepolePartiallyprestressed0grade[M]=98kN.m, Grade3steel:18B18
Φ270mm, Length15MConcretestrength≥C40
Flangeassembly
콘-ShapeconcretepolePartiallyprestressed0grade[M]=98kN.m, Grade3steel:18B18 + 20B20,
Φ270mm, Length18MConcretestrength≥C40
Flangeassembly
콘-ShapeconcretepolePartiallyprestressedTgrade[M] = 146.25kN.m, Grade3steel:18B16,
Φ350mm, Length12MConcretestrength≥C40
Flangeassembly
콘-ShapeconcretepolePartiallyprestressedTgrade[M] = 183.75kN.m, Grade3steel:20B16,
Φ350mm, Length15MConcretestrength≥C40
Flangeassembly
콘-ShapeconcretepolePartiallyprestressedTgrade[M] 228.75kN.m, = Grade3steel:18B16 + 20B16,
Φ350mm, Length18MConcretestrength≥C40
Flangeassembly
실린더-ShapeconcretepoleΦ300mm, Length9M
Grade3steel:12Φ12,
Concretestrength≥40







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