Cement = 384.8 kg/m 3 Water = 197.4 kg/m 3 Fine aggregate =790.3 kg/m 3 Coarse aggregate = 1073.33 kg/m 3 For casting trial -2, mass of ingredients required will be calculated for 4 no's cube assuming 25% wastage.
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→ WhatsApp: +86 18221755073M15 concrete grade concrete gets categorized as an ordinary grade. Its features, properties, and uses are quite close to M10 with a very slight difference.. PROPERTIES OF THE M15 GRADE CONCRETE: It contains a mix ratio is …
→ WhatsApp: +86 18221755073M-10 grade. concrete. 4.52 bags of cement required for 1 cu.m of M-10 grade. concrete. 739 kg of Sand required for 1 cu.m of M-10 grade concrete. 1386 kg of 20mm Aggregate is required for 1 cu.m of M-10 grade concrete. 102 litres of water is required for 1 cu.m of M-10 grade concrete. M-15 grade. concrete
→ WhatsApp: +86 18221755073Concept: As per IS 456:2000 maximum size of aggregate for concrete should be confined to: (a)As per Cl 5.3.3. For most works, 20 mm aggregate is suitable When there is no restriction to the flow of concrete, 40 mm or larger aggregate is preferred.; In thin sections, small cover, or closely-spaced reinforcements, considerations should be given to use 10 mm …
→ WhatsApp: +86 18221755073The grade of concreteis defined as the minimum strength the concrete should have after the completion of 28 days of the construction period with proper quality control. It is denoted by MPa, where M stands for Mix and MPa denotes the overall strength. For example, for a grade of concrete with a strength of 20 MPa, would b…
→ WhatsApp: +86 18221755073The coarse aggregate weight is determined by multiplying 0.65 with the density of 1600 kilograms per cubic meter, resulting in a value of 1039 kilograms per cubic meter of concrete. 7. Fine Aggregate. The quantity of fine aggregate in concrete is determined based on the unit weight of fresh concrete, which can be obtained from the provided table.
→ WhatsApp: +86 18221755073DESIGNED By: G.PRABHAKARAN M.TECh, QA/QC ENGINEER. Mix proportioning for a concrete of M30 grade is given in A·I to A-ll. A·I STIPULATIONS FOR PROPORTIONING. a) Grade designation : M30 b) …
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→ WhatsApp: +86 18221755073By Raj Mohammad Khan Following table shows the M-30 Mix Designs as per IS-10262-2009, hope this helps all civil engineers here M-30 CONCRETE MIX DESIGN As per IS 10262-2009 & MORT&H A-1 Stipulations …
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→ WhatsApp: +86 18221755073As per cl.5.5.2 of IS 10262, "it may be desirable to reduce the estimated coarse aggregate content determined using Table 5 up to 10 per cent" for pumpable concrete. The volume of coarse aggregate = 0.63 – (10% of 0.63) = 0.549; The volume of fine aggregate = 1 – 0.549 = 0.451; Step 6: Estimation for Mix . Volume of concrete = 1 m 3
→ WhatsApp: +86 18221755073The document provides a concrete mix design for M15 grade concrete with a maximum aggregate size of 40mm. The mix design calls for a cement content of 280 kg/m3, water content of 162 kg/m3, and an aggregate content of 751 …
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→ WhatsApp: +86 18221755073Proportion of Volume of Coarse and Fine Aggregate Content for M30 Grade of Concrete Mix Design. Hence Coarse aggregate content for MSA 20 mm: 60% Sand content can be adopted, Max. : 40% Course Aggregate …
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→ WhatsApp: +86 18221755073Table 3 Volume of coarse aggregate to total aggregate ratio for Mix Design of M20 concrete – IS10262. From above table, For aggregate = 20mm, Fine aggregate= Zone II and Water-cement ratio = 0.50. But we need …
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