155K views · 182 reactions | PCC work completed with M15 grade. Do you know what is the ratio of M15 concrete? | Civil Engineers 07 | Facebook
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155K views · 182 reactions | PCC work completed with M15 grade. Do you know what is the ratio of M15 concrete? | Civil Engineers 07 | Facebook
Civil Engineers 07. Civil Engineers 07 · Original audio. PCC work completed with M15 grade. Do you know what is the ratio of M15 concrete?
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👷🏼‍♂️ Foundation PCC — Do it Right with M15 Concrete! --- Your building’s life depends on a strong foundation.In this video, I’ll show you the right method for PCC in foundation: laser leveling, termite spray, brick/stone layer, compaction, and M15 concrete pouring. --- #PCCFoundation #M15Grade #ConstructionGuide #LandGuru #CivilEngineering #ConcreteMixDesign #PakistanConstruction | Engr Younus
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A common concrete mix ratio is expressed as cement:sand:aggregate, with examples including 1:2:4 for M15 grade concrete (light-duty) or 1:1.5:3 for M20 grade concrete (heavy-duty slabs). The ideal ratio depends on the project's strength requirements, with ratios like 1:1:2 for M25 grade (or higher) used for high-strength applications. Ratios are volumetric measurements, and the water-cement ratio is crucial for achieving the desired consistency and strength. #Civilgyan_ #civilgyan_8 | Sonu Kumar
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A common concrete mix ratio is expressed as cement:sand:aggregate, with examples including 1:2:4 for M15 grade concrete (light-duty) or 1:1.5:3 for M20 grade concrete (heavy-duty slabs). The ideal ratio depends on the project's strength requirements, with ratios like 1:1:2 for M25 grade (or higher) used for high-strength applications. Ratios are volumetric measurements, and the water-cement ratio is crucial for achieving the desired consistency and strength. #Civilgyan_ #civilgyan_8 | Sonu Kumar
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CALCULATION OF M-15 CONCRETE M-15 1 : 2 : 4 FOR 1 m³ CONCRETE Cement Density of Cement = 1440 kg/ m Dry Volume = 1.54 x Wet Volume 1/7 x 1.54 = 0.22cum. 0.22 x 1440 = 317 kg 317 / 50 = 6.34 bag Sand 1 cum = 35.314 CFT Dry Volume = 1.54 x Wet Volume 2/7x 1.54 = 0.44 cum 0.44 x 35.314 = 15.5 CFT Aggregate 1 cum = 35.314 CFT Dry Volume = 1.54 x Wet Volume 4/7 x 1.54 = 0.88cum 0.88 x 35.314= 31 CFT Water Water cement ratio = 0.5 Dry Volume = 1.54 x Wet Volume 25 lit. in 1 bag = Total cement bag x wa
1:11
CALCULATION OF M-15 CONCRETE M-15 1 : 2 : 4 FOR 1 m³ CONCRETE Cement Density of Cement = 1440 kg/ m Dry Volume = 1.54 x Wet Volume 1/7 x 1.54 = 0.22cum. 0.22 x 1440 = 317 kg 317 / 50 = 6.34 bag Sand 1 cum = 35.314 CFT Dry Volume = 1.54 x Wet Volume 2/7x 1.54 = 0.44 cum 0.44 x 35.314 = 15.5 CFT Aggregate 1 cum = 35.314 CFT Dry Volume = 1.54 x Wet Volume 4/7 x 1.54 = 0.88cum 0.88 x 35.314= 31 CFT Water Water cement ratio = 0.5 Dry Volume = 1.54 x Wet Volume 25 lit. in 1 bag = Total cement bag x wa
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👷🏼‍♂️ Foundation PCC — Do it Right with M15 Concrete! --- Your building’s life depends on a strong foundation.In this video, I’ll show you the right method for PCC in foundation: laser leveling, termite spray, brick/stone layer, compaction, and M15 concrete pouring. --- #PCCFoundation #M15Grade #ConstructionGuide #LandGuru #CivilEngineering #ConcreteMixDesign #PakistanConstruction | Engr Younus
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A common concrete mix ratio is expressed as cement:sand:aggregate, with examples including 1:2:4 for M15 grade concrete (light-duty) or 1:1.5:3 for M20 grade concrete (heavy-duty slabs). The ideal ratio depends on the project's strength requirements, with ratios like 1:1:2 for M25 grade (or higher) used for high-strength applications. Ratios are volumetric measurements, and the water-cement ratio is crucial for achieving the desired consistency and strength. #Civilgyan_ #civilgyan_8 | Sonu Kumar
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16.9K views5 months ago
FacebookSonu Kumar Sharma
CALCULATION OF M-15 CONCRETE M-15 1 : 2 : 4 FOR 1 m³ CONCRETE Cement Density of Cement = 1440 kg/ m Dry Volume = 1.54 x Wet Volume 1/7 x 1.54 = 0.22cum. 0.22 x 1440 = 317 kg 317 / 50 = 6.34 bag Sand 1 cum = 35.314 CFT Dry Volume = 1.54 x Wet Volume 2/7x 1.54 = 0.44 cum 0.44 x 35.314 = 15.5 CFT Aggregate 1 cum = 35.314 CFT Dry Volume = 1.54 x Wet Volume 4/7 x 1.54 = 0.88cum 0.88 x 35.314= 31 CFT Water Water cement ratio = 0.5 Dry Volume = 1.54 x Wet Volume 25 lit. in 1 bag = Total cement bag x wa
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