Read the question carefully and give me right solution according to the question Adjustment of water content:From durability consideration, maximum water/cement ratio of a concrete is set to 0.40 and minimumcement content is 450 kg/m. Specified minimum slump value is 150 mm. In a trial mix of concrete, slumpvalue was found to be 25 mm.ACI suggests that if the slump of the trial mix does not satisfy therequirement, increase or decrease the re-estimated water content by 2 kg/m³ for each increase or decreaseof 10 mm slump. What will be the modified mixing water and cement content to achieve this slump valuewithout changing the aggregate properties?

Given data, Maximum water/cement ratio = 0.4 Minimum cement content = 450 kg/m3 Minimum slump = 150…

Adjustment of water content: From durability consideration, maximum water/cement ratio of a concrete is set to 0.40 and minimum cement content is 450 kg/m³. Specified minimum slump value is 150 mm. In a trial mix of concrete, slump value was found to be 25 mm. requirement, increase or decrease the re-estimated water content by 2 kg/m3 for each increase or decrease of 10 mm slump. What will be the modified mixing water and cement content to achieve this slump value without changing the aggregate properties? ACI suggests that if the slump of the trial mix does not satisfy the

Adjustment of water content: From durability consideration, maximum water/cement ratio of a concrete is set to 0.40 and minimum cement content is 450 kg/m³. Specified minimum slump value is 150 mm. In a trial mix of concrete, slump value was found to be 25 mm. requirement, increase or decrease the re-estimated water content by 2 kg/m3 for each increase or decrease of 10 mm slump. What will be the modified mixing water and cement content to achieve this slump value without changing the aggregate properties? ACI suggests that if the slump of the trial mix does not satisfy the

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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