No need to have the aci standard on hand the application provides all guidelines and performs all calculations for you.
Concrete mix design calculation software.
Make the most out of your raw materials reduce costs and increase customer satisfaction.
Weight of coarse aggregate 1073 33 kg m 3.
Concrete mix proportions for trial mix 2.
Concrete mix design is the process of choosing suitable ingredient of concrete and determining their relative quantities with the object of producing as economically as possible concrete of certain minimum properties notable workability strength and durability.
Weight of fine aggregate 790 3 kg m 3.
A specific module that helps you calculate your mix designs according to your needs guiding you in every step of the design process.
Free concrete mix design excel sheet.
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Weight of water 197 4 kg m 3.
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Concrete mix design is a method of calculating right proportions of cement sand and aggregates for concrete to achieve target strength in structures.
Stonemontqc is fully integrated with the aggregate portion allowing for mix component properties to be easily kept current with data from aggregate plants.
With the aim of obtaining the accurate measurement of any construction site the usage of this user friendly concrete mix design spreadsheet is absolutely necessary.
For a mix design of concrete we have to follow various steps calculations and laboratory testing to find the right mix proportions.
Mix design concrete calculation m20 m25 m30 m35 june 17 2020 the process of selecting suitable ingredients of concrete and determining their relative amounts with the objective of producing a concrete of the required strength durability.
This free concrete mix design excel sheet has been sent by mr.
Giatec s free concrete hub app now features a new mix tool that allows you to design your concrete mixture quickly and easily.
Concrete mix design excel software free download concrete mix design as aci concrete mix design as per is 10262 1987 indian code mix design the full guid.
Weight of cement 384 8 kg m 3.