[레포트reference(자료)]콘크리트배합설계 호로그램
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Download : [레포트자료]콘크리트배합설계 프로그램.xlsx
레포트/공학기술
[레포트reference(자료)]콘크리트배합설계 호로그램
Download : [레포트자료]콘크리트배합설계 프로그램.xlsx( 22 )
레포트자료,콘크리트배합설계,프로그램,공학기술,레포트
[레포트자료]콘크리트배합설계 프로그램 , [레포트자료]콘크리트배합설계 프로그램공학기술레포트 , 레포트자료 콘크리트배합설계 프로그램
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Design Requirements
Design Strength 24 Mpa
Target Slump 120 mm
Air Content 4.5 %
AE Concrete yes 0.03 %
Max. w/c 0.55000000000000004
Max. w/c ratio for durability requirements
Severe weather,freezing and thawing Mild weather
Thin section Normalsection Thin section Normalsection
Continuouslywet 45 50 50 55
Normalcondition 50 55 55 60
Thin section: section thickness ≤20cm
Info. On Marerials
Cement Density = 3.15 (g/cm^3)
Fine Aggregate Density = 2.6 (g/cm^3) Fineness modulus = 2.86
Coarse Aggregate Density = 2.65 (g/cm^3) Maximum agg. Size= 25 mm
Basic Calculations
Mix Strength 28.887999999999998 Mpa Standard deviation
fcr1= 28.824000000000002 Mpa 3.6 Mpa
fcr2= 28.887999999999998 Mpa
Water-to-cement ratio 0.50599700149925042
Unit Contents Estimation of mixing water, S/a, and air content
Max. size ofcoarse aggregate[mm] Non-AE concrete AE Concrete
Air content[%] fine/coareaggregate ratioS/a [%] Watercon…(투비컨티뉴드 )
설명
순서
[레포트reference(자료)]콘크리트배합설계 호로그램
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