Refer to Appendix A for tables and equations to be used. Use the CNCI method. You are given the following design parameters for a concrete mix: The compressive strength of the concrete mix must be 40 MPa after 28 days. The cement that is going to be used is a CEM I 52.5 with a relative density of 3.14. The stone available is a 19.0 mm stone with a dry compacted bulk density (CBD) of 1780 kg/m³ and a relative density of 2.24. An average, natural sand with a fineness modulus of 2.45 and a relative density of 2.86 is going to be used for the mix. The slump on site is specified as 75 mm. The concrete is going to be compacted by moderate vibration on site. Calculate and show the amount of water, cement, stone and sand that is needed to make up 1 m³ of concrete mix as specified above. • Cement content (kg/m³ of concrete) = water requirement in liters • Mat=CBD (K-0.1 FM) w:c ratio • Vol = 1000- (MMM) 30 25 20 15 10 5 0 10 15 Taps v/s % water 20 Taps 25 30
Refer to Appendix A for tables and equations to be used. Use the CNCI method. You are given the following design parameters for a concrete mix: The compressive strength of the concrete mix must be 40 MPa after 28 days. The cement that is going to be used is a CEM I 52.5 with a relative density of 3.14. The stone available is a 19.0 mm stone with a dry compacted bulk density (CBD) of 1780 kg/m³ and a relative density of 2.24. An average, natural sand with a fineness modulus of 2.45 and a relative density of 2.86 is going to be used for the mix. The slump on site is specified as 75 mm. The concrete is going to be compacted by moderate vibration on site. Calculate and show the amount of water, cement, stone and sand that is needed to make up 1 m³ of concrete mix as specified above. • Cement content (kg/m³ of concrete) = water requirement in liters • Mat=CBD (K-0.1 FM) w:c ratio • Vol = 1000- (MMM) 30 25 20 15 10 5 0 10 15 Taps v/s % water 20 Taps 25 30
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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