4) Design a concrete mix for the following condition and constraints using the absolute volume method knowing that the fine agg./coarse aggregate by weight in dry condition = 1:3 %3D sign requirements: dge exposed to freezing and thawing, erage strength = 27.6 Mpa, Minimum nension =30 cm, Minimum space between bars = 50 mm, Mini. Cover over rebars = mm. Recommended Slump = 75 mm. %3D %3D r durability requirements: pe V cement is selected, Air entraining aterial is used in a dose that produces a 7 target air content. Min. cement content C = 4 kg/m3 and Max. W/C = 0.45 are escribed for exposure requirements.
4) Design a concrete mix for the following condition and constraints using the absolute volume method knowing that the fine agg./coarse aggregate by weight in dry condition = 1:3 %3D sign requirements: dge exposed to freezing and thawing, erage strength = 27.6 Mpa, Minimum nension =30 cm, Minimum space between bars = 50 mm, Mini. Cover over rebars = mm. Recommended Slump = 75 mm. %3D %3D r durability requirements: pe V cement is selected, Air entraining aterial is used in a dose that produces a 7 target air content. Min. cement content C = 4 kg/m3 and Max. W/C = 0.45 are escribed for exposure requirements.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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